Merge origin/master with current Pierzainer development

Preserve local abutment, cast-in-place rebar and compact header features alongside remote drawing, ground-link and quantity workspaces. Adapt drawing and takeoff consumers to generated solplate plans, retain current P1 regression coverage, and resolve bearing-detail annotation collisions.

Validation: 122 test files / 975 tests passed; production build passed; 10 browser integration checks passed.

.gitignore

@@ -12,3 +12,6 @@ __pycache__/
 *.zip
 pierzainer_ground/data/cache/
 pierzainer_ground/data/output/**/cache/
+backup/
+verify/
+도면추출/output/

README.md

@@ -1,6 +1,14 @@
 # PIERZAINER · PIER & ABUT
 
-교각 Excel을 읽어 형상을 생성하고 원도면 기반 지반면·위성사진·2D 지도를 함께 표시하는 프로젝트입니다.
+교각·교대 Excel을 읽어 형상과 철근배근을 생성하고 원도면 기반 지반면·위성사진·2D 지도를 함께 표시하는 프로젝트입니다.
+
+## 현재 작업 상태 (2026-11-05 확인)
+
+- 현재 로컬 작업 브랜치는 `master`이며 제품 코드 기준 커밋은 `91c4a4a`입니다. 아래 11월 2일 복구 기록은 당시 이력입니다.
+- 교대 ② 형상계획 카드 6개와 ③ 철근배근 6개 부재(받침블럭·벽체·흉벽/브라켓·확대기초·날개벽·접속슬래브)가 구현되어 있습니다.
+- A1 표본으로 ③ 입력 재계산·삽도/3D 표시·철근 선택·파일 다운로드·새 페이지 저장 복원을 검증했습니다. 설계 미결 사항과 다른 입력의 동작은 별도 확인 대상입니다.
+- 최신 진행 기록은 `../../context-migration/컨텍스트_2026-11-03_교각_교대_진행상황.md`, 남은 항목은 `../../context-migration/OPEN_미해결목록.md`에서 관리합니다.
+- 로컬 `origin/master` 추적 정보 대비 89커밋 앞선 상태였습니다. 실제 원격은 조회하지 않았습니다. 브랜치 전환이나 이력 변경 전에 현재 상태를 확인하세요.
 
 ## 실행
 
@@ -11,19 +19,45 @@ npm run dev -- --host 127.0.0.1 --port 5173
 
 브라우저에서 http://127.0.0.1:5173/ 을 엽니다. 랜딩페이지의 Excel 가져오기와 실제 교량 샘플 선택을 사용합니다.
 
+랜딩페이지의 **도면 불러오기**를 누르면 프로그램 내부의 도면추출 팝업이 열립니다. DWG 폴더를 선택하고 자동 추출을 시작하면 진행 로그와 결과가 팝업에 표시됩니다. 결과의 **교각 불러오기**로 바로 Excel 인식·형상 생성 단계에 연결하거나 **Excel 저장**으로 파일을 받을 수 있습니다. 원래 추출 엔진은 화면 없이 실행하며 미확정 값은 검토 대상으로 유지합니다.
+
+결과는 프로젝트의 `도면추출/output/작업ID/`에 저장합니다. 선택한 원본 도면 폴더는 수정하지 않습니다. 팝업을 닫아도 추출은 계속되며 다시 열어 결과를 확인할 수 있습니다.
+
+배포 빌드를 로컬에서 실행하려면 `npm run build` 후 `npm run preview -- --host 127.0.0.1`을 사용합니다. 도면추출은 이 PC의 Windows 로컬 서버와 포함된 `도면추출/app` 엔진을 사용하므로, `dist`만 올린 정적 웹사이트에서는 추출을 실행할 수 없습니다.
+
 ## 유지하는 폴더
 
 - `src/`, `index.html`: 실제 교각 프로그램
 - `랜딩페이지/`: 랜딩 화면과 지도 포함 통합 샘플 12개
 - `pierzainer_ground/`: 지반 생성 프로그램, 원본 자료, 최종 지반 JSON 및 재현에 필요한 데이터
-- `도면추출_연동패키지_20261102/`: 도면 추출 프로그램과 교각 샘플 Excel
+- `도면추출/`: 도면 추출 프로그램과 교각 샘플 Excel (기본 P1 샘플 포함)
-- `public/`: 프로그램 리소스 및 기본 Excel 샘플
+- `tests/`, `scripts/`, `verify/`: 현재 교각·Excel·지도 기능의 자동 검사와 유지보수 도구
-- `tests/`, `scripts/`, `verify/`: 자동 검사와 유지보수 스크립트
 
 `node_modules/`, `dist/`, `.verify/`, 지반 `cache/`는 실행·검증 중 재생성되는 파일이며 Git에 추가하지 않습니다.
 
-## 2026-11-02 혼합 파일 복구
+## 검증
+
+```bash
+npm test -- --maxWorkers=2
+npm run build
+```
+
+A1 화면 검증 스크립트는 `scripts/verify-abut-workflow.cjs`입니다. 개발 서버와 별도 프로필 Chrome의 로컬 CDP 포트(기본 9444)가 필요합니다.
+
+현장타설 실배근의 현행 UI 검증은 `node scripts/verify-cast-rebar.cjs`를 사용합니다. Windows Chrome 사용 시 Windows Node로 실행합니다. 샘플 Excel에서 9개 교각·기초 조합을 생성하고 실제 주철근/횡철근/커플러 행·삽도·입력 재생성·불일치 경고·재료표·파일 저장/새 페이지 복원·헤더 3개 폭을 검사합니다. 결과는 `.verify/cast-rebar-20261106/`에 저장합니다. `verify-unified-input.cjs`는 실배근 연결 전 통합 입력 단계의 검증이고, `verify-cast-input.cjs`와 `verify-cast-detail.cjs`는 통합 전 분리 카드 선택자를 사용한 과거 검증 스크립트입니다.
+
+```text
+node scripts/verify-abut-workflow.cjs <input.xlsx> <output-directory> <download-directory>
+```
+
+Windows Chrome을 쓰면 Windows Node로 실행하고 입력·출력 경로도 Windows 경로 또는 WSL UNC 경로로 전달합니다. 결과 JSON·화면 캡처·SVG·프로젝트 표본은 `.verify/abut-workflow-20261105/`에 보관했습니다. `report.json`의 실행 결과와 범위를 확인하세요. 단순 재열기 검사는 같은 인자 뒤에 `--resume`을 붙일 수 있습니다.
+
+## 2026-11-02 혼합 파일 복구 (당시 기록)
 
 혼합 전 Pierzainer 커밋 `d6735a6`에서 로컬 브랜치 `recovery/pierzainer-20261102`를 만들었습니다. π형 Excel 인식, 전·후열 받침 수 불일치 허용, 랜딩페이지 샘플 연결을 포함합니다. 기존 ITAM 브랜치와 원격 기록은 변경하지 않았습니다.
 
-복구본과 분리한 파일은 상위 `_recovery/20261102_mixed_projects/`에 보관했습니다. 기존 `master`는 ITAM 코드이므로 그 브랜치로 전환하면 화면과 파일이 다시 바뀝니다. 현재 복구 브랜치에서 작업하세요. 이 작업에서는 원격 push를 수행하지 않았습니다.
+당시 복구 기록에는 분리 파일을 상위 `_recovery/20261102_mixed_projects/`에 보관하고, 당시 `master`가 ITAM 코드였다고 적혀 있습니다. 2026-11-05 현재 로컬 `master`는 Pierzainer 코드(`91c4a4a`)이므로 과거 안내에 따라 복구 브랜치로 전환하지 마세요. 당시 복구 보관 경로의 현존 여부는 이번 작업에서 재확인하지 않았습니다. 이번 검증·기록 정리에서도 원격 push와 브랜치 전환은 수행하지 않았습니다.
+
+## 정리 기준
+
+실행에 필요한 코드·원본 도면·샘플 Excel·최종 지반 JSON은 유지합니다. 과거 개발용 도구와 옛 좌표 기준의 검증 파일은 정리했으며 백업 목록은 상위 `_recovery/20261103_cleanup/`에 있습니다.

index.html

@@ -11,22 +11,26 @@
       <header class="top">
         <div class="brand">
           <strong>Pierzainer</strong>
-          <span>교각 설계</span>
           <span id="project-line" class="proj">프로젝트 미지정</span>
         </div>
         <nav class="steps" aria-label="단계">
-          <button id="nav-shape" class="step current" type="button" aria-current="step">① 형상 생성 <em id="step1-status">미생성</em></button>
+          <button id="nav-shape" class="step current" data-label="① 형상 생성" aria-label="① 형상 생성" type="button" aria-current="step">① 형상 <em id="step1-status"></em></button>
-          <button id="nav-plan" class="step" type="button">② 형상계획 <em id="step2-status">예정</em></button>
+          <button id="nav-plan" class="step" data-label="② 형상계획" aria-label="② 형상계획" type="button">② 계획 <em id="step2-status"></em></button>
-          <button id="nav-rebar" class="step" type="button">③ 철근배근 <em id="step3-status">예정</em></button>
+          <button id="nav-rebar" class="step" data-label="③ 철근배근" aria-label="③ 철근배근" type="button">③ 배근 <em id="step3-status"></em></button>
-          <button id="nav-quantity" class="step" type="button">④ 재료표 <em id="step4-status">예정</em></button>
+          <button id="nav-drawing" class="step" data-label="④ 도면작성" aria-label="④ 도면작성" type="button">④ 도면 <em id="step-drawing-status"></em></button>
         </nav>
         <div class="actions">
           <span id="save-status" class="savest">저장 전</span>
-          <button id="home-from-app" class="btn-s" type="button" hidden>홈으로</button>
+          <button id="home-from-app" class="btn-s" type="button" hidden>홈</button>
           <button id="save-project" class="btn-s" type="button" disabled title="프로젝트 파일 저장 (Ctrl+S)">저장</button>
-          <button id="open-import" class="btn-s" type="button">엑셀 불러오기</button>
+          <details id="file-menu" class="file-menu">
-          <button id="open-project" class="btn-s" type="button">프로젝트 열기</button>
+            <summary class="btn-s">불러오기</summary>
-          <button id="regen" class="btn-p" type="button" disabled>선택 교각 형상 생성</button>
+            <div class="file-menu-items">
+              <button id="open-import" class="btn small" type="button">엑셀 불러오기</button>
+              <button id="open-project" class="btn small" type="button">프로젝트 열기</button>
+            </div>
+          </details>
+          <button id="regen" class="btn-p" type="button" disabled>생성</button>
           <input id="project-file" type="file" accept=".json" hidden />
         </div>
       </header>
@@ -43,7 +47,7 @@
 
       <main class="grid" id="view-shape">
         <aside class="panel piers" aria-labelledby="pier-title">
-          <p id="pier-title" class="lbl">교각 목록</p>
+          <p id="pier-title" class="lbl">교각·교대 목록</p>
           <div class="pier-tools">
             <label>형식
               <select id="type-filter"></select>
@@ -54,7 +58,7 @@
           <p id="pier-empty" class="muted">불러온 교각이 없습니다.</p>
           <p class="pnote">시트 1장 = 교각 1기입니다. 오류가 난 교각만 건너뛰고 나머지는 생성합니다.</p>
 
-          <section class="pier-input" aria-labelledby="input-title">
+          <section id="pier-info" class="pier-input" aria-labelledby="input-title">
             <p id="input-title" class="lbl">입력값</p>
             <div class="pier-table-wrap">
               <table id="inputs-all" class="grid-table compact">
@@ -71,6 +75,27 @@
               <button id="edit-regen" class="btn primary" type="button" disabled>다시 생성 · 변경 0</button>
             </section>
           </section>
+          <section id="abut-panel" class="pier-input" hidden aria-labelledby="abut-panel-title">
+            <p id="abut-panel-title" class="lbl"><span id="abut-panel-name"></span> 입력값 <span class="badge">입력</span>
+              <button id="abut-panel-edit-toggle" class="btn small" type="button" aria-expanded="false">편집</button></p>
+            <dl id="abut-panel-input" class="kv wide"></dl>
+            <div id="abut-panel-editor" hidden>
+              <div id="abut-panel-basic" class="edit-row"></div>
+              <details class="abut-group">
+                <summary>받침 값</summary>
+                <div id="abut-panel-bearings" class="edit-row"></div>
+              </details>
+              <details class="abut-group">
+                <summary>형상 (벽체·흉벽, 저판, 말뚝)</summary>
+                <div id="abut-panel-shape" class="edit-row"></div>
+              </details>
+              <p id="abut-panel-msg" class="muted" aria-live="polite"></p>
+            </div>
+            <details class="abut-group">
+              <summary>상세 (계산값)</summary>
+              <dl id="abut-panel-summary" class="kv wide"></dl>
+            </details>
+          </section>
         </aside>
 
         <section class="panel viewer" id="viewer-block" aria-labelledby="viewer-title">
@@ -159,15 +184,30 @@
 
       <main class="grid plan" id="view-plan" hidden>
         <aside class="panel piers" aria-labelledby="plan-pier-title">
-          <p id="plan-pier-title" class="lbl">교각 목록</p>
+          <p id="plan-pier-title" class="lbl">교각·교대 목록</p>
           <div class="phead" aria-hidden="true"><span>교각</span><span>변경</span></div>
           <ul id="plan-pier-items" class="pier-items"></ul>
+          <p class="lbl abut-members-title">부재 · 교대</p>
+          <ul id="abut-members" class="members abut-members" aria-label="교대 부재"></ul>
           <p class="lbl members-title">부재 · 5개</p>
           <ul id="members" class="members"></ul>
         </aside>
 
         <div class="center-col">
           <div class="viewer-slot" id="slot-plan"></div>
+          <!-- ② 교대 부재 카드 (시안, 2026-11-03): the card of the row picked in 부재 · 교대, under the 3D view. -->
+          <section id="abut-panel-plan" class="panel viewer abut-card" hidden aria-labelledby="abut-panel-plan-title">
+            <div class="viewer-head">
+              <h2 id="abut-panel-plan-title"><span id="abut-panel-plan-member">교량받침 · 받침블럭 · 솔플레이트</span> <span class="muted small" id="abut-panel-plan-name"></span></h2>
+            </div>
+            <div id="abut-panel-plan-bearings" class="edit-row"></div>
+            <div id="abut-panel-plan-wing" class="edit-row"></div>
+            <div id="abut-panel-plan-slab" class="edit-row"></div>
+            <div id="abut-panel-plan-ground" class="edit-row"></div>
+            <div id="abut-panel-plan-shape" class="edit-row abut-shape-view"></div>
+            <div id="abut-panel-plan-footing" class="edit-row abut-shape-view"></div>
+            <p id="abut-panel-plan-msg" class="muted" aria-live="polite"></p>
+          </section>
         <section class="panel viewer" aria-labelledby="member-title">
           <div class="viewer-head">
             <h2 id="member-title">코핑</h2>
@@ -227,6 +267,8 @@
         </aside>
       </main>
 
+      <main id="view-drawing" hidden aria-label="교각 일반도 작성"></main>
+
       <main class="grid quantity" id="view-quantity" hidden>
         <aside class="panel piers" aria-labelledby="quantity-pier-title">
           <p id="quantity-pier-title" class="lbl">교각 목록</p>
@@ -236,6 +278,7 @@
         </aside>
         <section class="panel viewer" aria-labelledby="quantity-title">
           <div class="viewer-head">
+            <button id="quantity-back" class="btn-o" type="button">← ③ 철근배근</button>
             <h2 id="quantity-title">철근재료표</h2>
             <button id="quantity-export" class="btn-o" type="button">엑셀로 내보내기</button>
             <button id="quantity-print" class="btn-o" type="button">인쇄</button>
@@ -252,7 +295,16 @@
           <ul id="rebar-tabs" class="members"></ul>
           <p class="pnote">형상은 ② 형상계획 기준입니다. 형상이 바뀌면 "형상 바뀜"으로 표시합니다.</p>
         </aside>
-        <div class="center-col">
+        <div class="center-col review-workspace" id="review-workspace">
+          <div class="workspace-tools" aria-label="검토 공간 조절">
+            <label class="model-height-control" for="review-model-height">모델 높이
+              <input id="review-model-height" type="range" min="180" max="560" step="20" value="240" />
+              <output id="review-model-height-value" for="review-model-height">240 px</output>
+            </label>
+            <button id="review-model-toggle" class="btn small" type="button" aria-expanded="true" aria-controls="slot-rebar">모델 접기</button>
+            <button id="review-inputs" class="btn small" type="button">입력 보기</button>
+            <button id="review-table" class="btn small" type="button">철근표 보기</button>
+          </div>
           <div class="viewer-slot" id="slot-rebar"></div>
         <section class="panel viewer" aria-labelledby="rebar-title">
           <div class="viewer-head"><h2 id="rebar-title">철근표</h2></div>
@@ -263,24 +315,26 @@
         <aside class="panel results" aria-labelledby="rebar-issues-title">
           <h2 id="rebar-issues-title">알림</h2>
           <ul id="rebar-issues" class="issues"></ul>
-          <h2>검토 필요 (결정 대기)</h2>
+          <h2>부재 검토</h2>
-          <ul class="issues">
+          <p id="review-summary" class="muted small" aria-live="polite"></p>
-            <li>Q-B5 B1·B3·B5·B7 다리 길이 (제안값 사용)</li>
+          <ul id="review-tasks" class="issues review-tasks"></ul>
-            <li>Q-B6 B2·B6 이음 위치와 길이</li>
-            <li>Q-C9 P4–B11 간섭: 무시로 결정, 문서 반영 필요</li>
-          </ul>
           <section class="common" aria-labelledby="common-title">
-            <p id="common-title" class="lbl">공통 설정</p>
+            <h3 id="common-title">공통 설정</h3>
+            <fieldset class="material-fields">
+            <legend>재료</legend>
             <label class="mat">fck (MPa) <input id="mat-fck" type="number" step="any" /></label>
             <label class="mat">D 규격 강도 <select id="mat-grade-d"><option value="300" selected>SD300</option><option value="400">SD400</option><option value="500">SD500</option></select></label>
             <label class="mat">H 규격 강도 <select id="mat-grade-h"><option value="300">SD300</option><option value="400" selected>SD400</option><option value="500">SD500</option></select></label>
             <label class="mat">S 규격 강도 <select id="mat-grade-s"><option value="300">SD300</option><option value="400">SD400</option><option value="500" selected>SD500</option></select></label>
             <label class="mat">재료표 할증 (%) · 기본 0 가정 <input id="mat-waste" type="number" step="0.5" min="0" /></label>
-            <p class="lbl">굽힘 내면반경 (× 철근 지름)</p>
+            </fieldset>
+            <fieldset class="material-fields">
+            <legend>굽힘 내면반경 (× 철근 지름)</legend>
             <label class="mat">D16 이하 <input id="bend-small16" type="number" step="0.5" min="0.5" /></label>
             <label class="mat">D19–D25 <input id="bend-main25" type="number" step="0.5" min="0.5" /></label>
             <label class="mat">D29–D35 <input id="bend-main35" type="number" step="0.5" min="0.5" /></label>
             <label class="mat">D38 이상 <input id="bend-main51" type="number" step="0.5" min="0.5" /></label>
+            </fieldset>
             <p id="mat-note" class="muted small"></p>
           </section>
         </aside>
@@ -353,20 +407,22 @@
         <div class="dlg-col">
           <section>
             <h3>미리보기</h3>
-            <p id="preview-title" class="muted"></p>
+            <p id="preview-title" class="muted" aria-live="polite"></p>
             <h4>교각 정보</h4>
             <div class="pv-scroll"><table id="pv-pier" class="grid-table"></table></div>
+            <h4>교대 정보</h4>
+            <div class="pv-scroll"><table id="pv-abuts" class="grid-table"></table></div>
             <h4>받침</h4>
             <div class="pv-scroll">
               <table id="pv-bearings" class="grid-table">
-                <thead><tr><th>교각</th><th>번호</th><th>x (m)</th><th>y (m)</th><th>z (m)</th><th>방위각</th><th>위치</th></tr></thead>
+                <thead><tr><th>구조물</th><th>번호</th><th>x (m)</th><th>y (m)</th><th>z (m)</th><th>방위각</th><th>위치</th></tr></thead>
                 <tbody></tbody>
               </table>
             </div>
             <h4>IP</h4>
             <div class="pv-scroll">
               <table id="pv-ips" class="grid-table">
-                <thead><tr><th>교각</th><th>점</th><th>x (m)</th><th>y (m)</th><th>꺾임각</th></tr></thead>
+                <thead><tr><th>구조물</th><th>점</th><th>x (m)</th><th>y (m)</th><th>꺾임각</th></tr></thead>
                 <tbody></tbody>
               </table>
             </div>
@@ -375,9 +431,9 @@
       </div>
 
       <footer class="dlg-foot">
-        <span id="dlg-selected" class="muted"></span>
+        <span id="dlg-selected" class="muted" aria-live="polite"></span>
         <button id="dlg-cancel" class="btn" type="button">취소</button>
-        <button id="dlg-apply" class="btn primary" type="button" disabled>선택한 교각 0기 형상 생성</button>
+        <button id="dlg-apply" class="btn primary" type="button" disabled>불러올 구조물을 선택하세요</button>
       </footer>
     </dialog>
 

package.json

@@ -4,6 +4,7 @@
   "description": "교각 3D 형상 생성 웹앱 (1단계: 형상 생성)",
   "scripts": {
     "dev": "vite",
+    "preview": "vite preview",
     "build": "tsc --noEmit && vite build",
     "typecheck": "tsc --noEmit",
     "test": "vitest run"

pierzainer_ground/build_sample_grounds.py

@@ -16,7 +16,7 @@ import traceback
 
 ROOT = Path(__file__).resolve().parent
 OUTPUT = ROOT / 'data/output/samples_20261102'
-PACKAGE = ROOT.parent / '도면추출_연동패키지_20261102'
+PACKAGE = ROOT.parent / '도면추출'
 
 
 def save(path, value):

pierzainer_ground/data/output/samples_20261102/01_산외교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5183",
   "cad_axes": "YX",
   "terrain_block": "CSSAA14",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플01_산외교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플01_산외교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/01_산외교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 1,
   "bridge": "산외교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플01_산외교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플01_산외교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample1)_π형교각_산외교\\02.종평면도(울산)_2017.0619-수정.dwg",
   "candidates": [
     "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample1)_π형교각_산외교\\02.종평면도(울산)_2017.0619-수정.dwg"

pierzainer_ground/data/output/samples_20261102/02_운곡교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5186",
   "cad_axes": "YX",
   "terrain_block": "",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플02_운곡교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플02_운곡교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "CA002,CA0021,CAA001,CAA002",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/02_운곡교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 2,
   "bridge": "운곡교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플02_운곡교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플02_운곡교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample2)_T형교각_운곡교\\C0050202-001-운곡교 종평면도(완도방향).dwg",
   "candidates": [
     "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample2)_T형교각_운곡교\\C0050202-001-운곡교 종평면도(완도방향).dwg"

pierzainer_ground/data/output/samples_20261102/03_대호지교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5186",
   "cad_axes": "YX",
   "terrain_block": "*Model_Space",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플03_대호지교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플03_대호지교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "PDF_SOUNDING",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/03_대호지교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 3,
   "bridge": "대호지교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플03_대호지교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플03_대호지교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\03_original_pdf_soundings.dxf",
   "candidates": [],
   "output": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\output\\samples_20261102\\03_대호지교",

pierzainer_ground/data/output/samples_20261102/04_목동교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5186",
   "cad_axes": "YX",
   "terrain_block": "",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플04_목동교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플04_목동교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "CA002,CA0021,CAA001,CAA002",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/04_목동교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 4,
   "bridge": "목동교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플04_목동교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플04_목동교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\04_@서울-세종 9공구 1000현황.dwg",
   "candidates": [
     "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample4)_π형교각_목동교\\01 공통사항(목동교 종평면도).dwg"

pierzainer_ground/data/output/samples_20261102/05_승천천교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5186",
   "cad_axes": "YX",
   "terrain_block": "",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플05_승천천교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플05_승천천교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "F0017111,F0017114,F0027217,F0027132",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/05_승천천교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 5,
   "bridge": "승천천교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플05_승천천교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플05_승천천교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\05_project_topography_original.dwg",
   "candidates": [
     "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample5)_π형교각_승천천교\\01 승천천교(DR) 종평면도.dwg"

pierzainer_ground/data/output/samples_20261102/06_계문철교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5186",
   "cad_axes": "YX",
   "terrain_block": "xref-현황(191219)",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플06_계문철교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플06_계문철교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/06_계문철교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 6,
   "bridge": "계문철교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플06_계문철교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플06_계문철교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\06_서수평장1-현황+선형+노리-20200410.dwg",
   "candidates": [
     "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample6)_π형교각_계문철교\\01 계문철교 종평면도.dwg"

pierzainer_ground/data/output/samples_20261102/07_기양천교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5186",
   "cad_axes": "YX",
   "terrain_block": "xref-현황(191219)",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플07_기양천교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플07_기양천교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/07_기양천교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 7,
   "bridge": "기양천교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플07_기양천교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플07_기양천교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\06_서수평장1-현황+선형+노리-20200410.dwg",
   "candidates": [
     "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample7)_π형교각_기양천교\\01 기양천교종평면도.dwg"

pierzainer_ground/data/output/samples_20261102/08_옥성교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5186",
   "cad_axes": "YX",
   "terrain_block": "XR_현황",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플08_옥성교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플08_옥성교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/08_옥성교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 8,
   "bridge": "옥성교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플08_옥성교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플08_옥성교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample8)_T형교각_옥성교\\01 옥성교 종평면도.dwg",
   "candidates": [
     "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample8)_T형교각_옥성교\\01 옥성교 종평면도.dwg"

pierzainer_ground/data/output/samples_20261102/09_새재1교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5186",
   "cad_axes": "YX",
   "terrain_block": "*Model_Space",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플09_새재1교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플09_새재1교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "XR_현황-수정$0$Point",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/09_새재1교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 9,
   "bridge": "새재1교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플09_새재1교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플09_새재1교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample9)_T형교각_새재1교\\01 새재1교 종평면도.dwg",
   "candidates": [
     "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample9)_T형교각_새재1교\\01 새재1교 종평면도.dwg"

pierzainer_ground/data/output/samples_20261102/10_도하4교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5186",
   "cad_axes": "YX",
   "terrain_block": "*Model_Space",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플10_도하4교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플10_도하4교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "CA002,CA0021,CAA001,CAA002",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/10_도하4교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 10,
   "bridge": "도하4교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플10_도하4교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플10_도하4교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample10)_T형교각_도하4교\\01.종평면도.dwg",
   "candidates": [
     "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample10)_T형교각_도하4교\\01.종평면도.dwg"

pierzainer_ground/data/output/samples_20261102/11_곡천교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5186",
   "cad_axes": "YX",
   "terrain_block": "*Model_Space",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플11_곡천교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플11_곡천교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "CA002,CA0021,CAA001,CAA002",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/11_곡천교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 11,
   "bridge": "곡천교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플11_곡천교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플11_곡천교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample11)_π형교각_곡천교\\01 종평면도_곡천교.dwg",
   "candidates": [
     "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample11)_π형교각_곡천교\\01 종평면도_곡천교.dwg"

pierzainer_ground/data/output/samples_20261102/12_감북교/generation_settings.json

@@ -5,7 +5,7 @@
   "terrain_crs": "EPSG:5181",
   "cad_axes": "YX",
   "terrain_block": "",
-  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플12_감북교_교각입력데이터.xlsx",
+  "piers": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플12_감북교_교각입력데이터.xlsx",
   "boreholes": "",
   "layers": "CAA001,CAA002",
   "margin": 100.0,

pierzainer_ground/data/output/samples_20261102/12_감북교/result.json

@@ -1,7 +1,7 @@
 {
   "sample": 12,
   "bridge": "감북교",
-  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플12_감북교_교각입력데이터.xlsx",
+  "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플12_감북교_교각입력데이터.xlsx",
   "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample12)_π형교각_감북교\\01 감북교 종평면도.dwg",
   "candidates": [
     "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample12)_π형교각_감북교\\01 감북교 종평면도.dwg"

pierzainer_ground/data/output/samples_20261102/inputs.json

@@ -2,7 +2,7 @@
   {
     "sample": 1,
     "bridge": "산외교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플01_산외교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플01_산외교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample1)_π형교각_산외교\\02.종평면도(울산)_2017.0619-수정.dwg",
     "candidates": [
       "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample1)_π형교각_산외교\\02.종평면도(울산)_2017.0619-수정.dwg"
@@ -12,7 +12,7 @@
   {
     "sample": 2,
     "bridge": "운곡교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플02_운곡교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플02_운곡교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample2)_T형교각_운곡교\\C0050202-001-운곡교 종평면도(완도방향).dwg",
     "candidates": [
       "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample2)_T형교각_운곡교\\C0050202-001-운곡교 종평면도(완도방향).dwg"
@@ -22,7 +22,7 @@
   {
     "sample": 3,
     "bridge": "대호지교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플03_대호지교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플03_대호지교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\03_original_pdf_soundings.dxf",
     "candidates": [],
     "output": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\output\\samples_20261102\\03_대호지교",
@@ -930,7 +930,7 @@
   {
     "sample": 4,
     "bridge": "목동교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플04_목동교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플04_목동교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\04_@서울-세종 9공구 1000현황.dwg",
     "candidates": [
       "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample4)_π형교각_목동교\\01 공통사항(목동교 종평면도).dwg"
@@ -956,7 +956,7 @@
   {
     "sample": 5,
     "bridge": "승천천교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플05_승천천교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플05_승천천교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\05_project_topography_original.dwg",
     "candidates": [
       "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample5)_π형교각_승천천교\\01 승천천교(DR) 종평면도.dwg"
@@ -984,7 +984,7 @@
   {
     "sample": 6,
     "bridge": "계문철교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플06_계문철교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플06_계문철교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\06_서수평장1-현황+선형+노리-20200410.dwg",
     "candidates": [
       "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample6)_π형교각_계문철교\\01 계문철교 종평면도.dwg"
@@ -1011,7 +1011,7 @@
   {
     "sample": 7,
     "bridge": "기양천교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플07_기양천교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플07_기양천교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\06_서수평장1-현황+선형+노리-20200410.dwg",
     "candidates": [
       "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample7)_π형교각_기양천교\\01 기양천교종평면도.dwg"
@@ -1038,7 +1038,7 @@
   {
     "sample": 8,
     "bridge": "옥성교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플08_옥성교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플08_옥성교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample8)_T형교각_옥성교\\01 옥성교 종평면도.dwg",
     "candidates": [
       "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample8)_T형교각_옥성교\\01 옥성교 종평면도.dwg"
@@ -1048,7 +1048,7 @@
   {
     "sample": 9,
     "bridge": "새재1교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플09_새재1교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플09_새재1교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample9)_T형교각_새재1교\\01 새재1교 종평면도.dwg",
     "candidates": [
       "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample9)_T형교각_새재1교\\01 새재1교 종평면도.dwg"
@@ -1058,7 +1058,7 @@
   {
     "sample": 10,
     "bridge": "도하4교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플10_도하4교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플10_도하4교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample10)_T형교각_도하4교\\01.종평면도.dwg",
     "candidates": [
       "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample10)_T형교각_도하4교\\01.종평면도.dwg"
@@ -1068,7 +1068,7 @@
   {
     "sample": 11,
     "bridge": "곡천교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플11_곡천교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플11_곡천교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample11)_π형교각_곡천교\\01 종평면도_곡천교.dwg",
     "candidates": [
       "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample11)_π형교각_곡천교\\01 종평면도_곡천교.dwg"
@@ -1078,7 +1078,7 @@
   {
     "sample": 12,
     "bridge": "감북교",
-    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플12_감북교_교각입력데이터.xlsx",
+    "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플12_감북교_교각입력데이터.xlsx",
     "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample12)_π형교각_감북교\\01 감북교 종평면도.dwg",
     "candidates": [
       "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample12)_π형교각_감북교\\01 감북교 종평면도.dwg"

pierzainer_ground/data/output/samples_20261102/summary.json

@@ -7,7 +7,7 @@
     {
       "sample": 1,
       "bridge": "산외교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플01_산외교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플01_산외교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample1)_π형교각_산외교\\02.종평면도(울산)_2017.0619-수정.dwg",
       "candidates": [
         "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample1)_π형교각_산외교\\02.종평면도(울산)_2017.0619-수정.dwg"
@@ -41,7 +41,7 @@
     {
       "sample": 2,
       "bridge": "운곡교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플02_운곡교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플02_운곡교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample2)_T형교각_운곡교\\C0050202-001-운곡교 종평면도(완도방향).dwg",
       "candidates": [
         "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample2)_T형교각_운곡교\\C0050202-001-운곡교 종평면도(완도방향).dwg"
@@ -75,7 +75,7 @@
     {
       "sample": 3,
       "bridge": "대호지교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플03_대호지교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플03_대호지교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\03_original_pdf_soundings.dxf",
       "candidates": [],
       "output": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\output\\samples_20261102\\03_대호지교",
@@ -1007,7 +1007,7 @@
     {
       "sample": 4,
       "bridge": "목동교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플04_목동교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플04_목동교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\04_@서울-세종 9공구 1000현황.dwg",
       "candidates": [
         "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample4)_π형교각_목동교\\01 공통사항(목동교 종평면도).dwg"
@@ -1057,7 +1057,7 @@
     {
       "sample": 5,
       "bridge": "승천천교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플05_승천천교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플05_승천천교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\05_project_topography_original.dwg",
       "candidates": [
         "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample5)_π형교각_승천천교\\01 승천천교(DR) 종평면도.dwg"
@@ -1109,7 +1109,7 @@
     {
       "sample": 6,
       "bridge": "계문철교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플06_계문철교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플06_계문철교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\06_서수평장1-현황+선형+노리-20200410.dwg",
       "candidates": [
         "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample6)_π형교각_계문철교\\01 계문철교 종평면도.dwg"
@@ -1160,7 +1160,7 @@
     {
       "sample": 7,
       "bridge": "기양천교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플07_기양천교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플07_기양천교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\pierzainer_ground\\data\\input\\samples_20261102\\recovered\\06_서수평장1-현황+선형+노리-20200410.dwg",
       "candidates": [
         "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample7)_π형교각_기양천교\\01 기양천교종평면도.dwg"
@@ -1211,7 +1211,7 @@
     {
       "sample": 8,
       "bridge": "옥성교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플08_옥성교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플08_옥성교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample8)_T형교각_옥성교\\01 옥성교 종평면도.dwg",
       "candidates": [
         "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample8)_T형교각_옥성교\\01 옥성교 종평면도.dwg"
@@ -1245,7 +1245,7 @@
     {
       "sample": 9,
       "bridge": "새재1교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플09_새재1교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플09_새재1교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample9)_T형교각_새재1교\\01 새재1교 종평면도.dwg",
       "candidates": [
         "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample9)_T형교각_새재1교\\01 새재1교 종평면도.dwg"
@@ -1279,7 +1279,7 @@
     {
       "sample": 10,
       "bridge": "도하4교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플10_도하4교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플10_도하4교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample10)_T형교각_도하4교\\01.종평면도.dwg",
       "candidates": [
         "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample10)_T형교각_도하4교\\01.종평면도.dwg"
@@ -1313,7 +1313,7 @@
     {
       "sample": 11,
       "bridge": "곡천교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플11_곡천교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플11_곡천교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample11)_π형교각_곡천교\\01 종평면도_곡천교.dwg",
       "candidates": [
         "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample11)_π형교각_곡천교\\01 종평면도_곡천교.dwg"
@@ -1347,7 +1347,7 @@
     {
       "sample": 12,
       "bridge": "감북교",
-      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출_연동패키지_20261102\\samples\\샘플12_감북교_교각입력데이터.xlsx",
+      "workbook": "C:\\Users\\User\\Desktop\\Pier_v1-main\\Pier_v1\\도면추출\\samples\\샘플12_감북교_교각입력데이터.xlsx",
       "drawing": "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample12)_π형교각_감북교\\01 감북교 종평면도.dwg",
       "candidates": [
         "C:\\Users\\User\\Desktop\\도면추출\\엔지니어(sample12)_π형교각_감북교\\01 감북교 종평면도.dwg"

pierzainer_ground/docs/APP_LINK.md

@@ -0,0 +1,15 @@
+# 프로그램 내부 지반 생성 팝업
+
+현재 지반 생성 버튼은 별도 Windows 창 대신 프로그램 내부 dialog를 연다.
+- Excel 시작: 현재 Excel이 연결되며 종평면도 DWG/DXF를 선택한 뒤 지반 생성을 누른다.
+- 도면 시작: 추출 폴더의 종평면도 원본과 Excel이 연결되며 지반 생성을 누른다.
+- 입력을 바꾸려면 팝업의 파일 선택을 사용한다. Excel 연결 정보가 없는 프로젝트는 Excel도 선택한다.
+- 기존 Python build_from_files 엔진을 창 없이 실행한다. BAT를 브라우저 안에 직접 삽입하는 방식이 아니며, 독립 실행용 BAT는 유지한다.
+- 진행 로그와 오류를 팝업에 표시한다. 닫아도 작업은 계속되며 다시 열 수 있다.
+- 완료 결과는 기존 JSON 로더에 전달한다. 지반·지층 패널을 벗어나면 복귀 후 반영한다.
+- 결과는 data/output/app_<작업 ID>에 저장한다. 원본 자료는 변경하지 않는다.
+- Windows 로컬 Vite 서버가 필요하다. 정적 호스팅에서는 실행할 수 없다.
+
+검증: TypeScript 검사 및 기존 후보 선택 테스트 3건 통과. 브라우저에서 실제 prepare API, 팝업 표시, 입력 누락 오류, 닫기 및 즉시 재열기 확인. 이번 팝업 수정에서 새 도면 전체 생성은 실행하지 않았다.
+
+주요 파일: ground-link.ts, ground-link-server.ts, ground-popup.css, pierzainer_ground/web_job.py. 기존 main/landing 입력 연결을 재사용한다.

pierzainer_ground/ground-link-server.ts

@@ -0,0 +1,59 @@
+import { spawn } from 'node:child_process';
+import { mkdir,writeFile,readFile,readdir } from 'node:fs/promises';
+import { existsSync } from 'node:fs';
+import path from 'node:path';
+import { randomUUID } from 'node:crypto';
+import type { Plugin } from 'vite';
+export const GROUND_LINK_API='/__pierzainer/ground-link';
+export function startGroundBat(bat:string,context:string,cwd:string){
+ return spawn(process.env.ComSpec??'cmd.exe',['/d','/s','/c',`""${bat}""`],{cwd,windowsHide:true,windowsVerbatimArguments:true,env:{...process.env,PIERZAINER_GROUND_CONTEXT:context},stdio:'ignore'});
+}
+
+export async function findGroundDrawing(folder:string):Promise<string|undefined>{
+ const matches:string[]=[];
+ const walk=async(dir:string,depth:number)=>{for(const entry of await readdir(dir,{withFileTypes:true})){const file=path.join(dir,entry.name);if(entry.isDirectory()&&depth<2)await walk(file,depth+1);else if(entry.isFile()&&/\.(dwg|dxf)$/i.test(entry.name)&&/종평면|종평|종단|평종면/.test(entry.name))matches.push(file);}};
+ if(folder)await walk(folder,0);const originals=matches.filter(file=>/\.dwg$/i.test(file));return originals.length===1?originals[0]:matches.length===1?matches[0]:undefined;
+}
+export function groundLinkPlugin(root:string):Plugin{
+ const base=path.join(root,'pierzainer_ground'),cache=path.join(base,'data/cache/app-link'),stages=new Map<string,{excel:string;folder:string;name:string}>(),jobs=new Map<string,{output:string;logs:string;state:string}>();
+ const handler=async(req:any,res:any,next:()=>void)=>{
+  const pathname=new URL(req.url??'/','http://localhost').pathname;if(!pathname.startsWith(GROUND_LINK_API+'/'))return next();
+  const reply=(code:number,value:unknown)=>{res.writeHead(code,{'Content-Type':'application/json; charset=utf-8','Cache-Control':'no-store'});res.end(JSON.stringify(value));};
+  const host=req.headers.host??'',address=req.socket.remoteAddress??'';
+  if(req.method!=='POST'||! /^(localhost|127\.0\.0\.1|\[::1\])(?::\d+)?$/i.test(host)||!['127.0.0.1','::1','::ffff:127.0.0.1'].includes(address)||req.headers['x-pierzainer-action']!=='ground-link'||req.headers.origin&&req.headers.origin!==`http://${host}`&&req.headers.origin!==`https://${host}`){reply(403,{error:'이 PC의 Pierzainer에서 실행하세요.'});return;}
+  try{
+   let raw='';for await(const part of req){raw+=part;if(raw.length>280*1024*1024)throw new Error('Excel 파일이 너무 큽니다(최대 20MB).');}const body=JSON.parse(raw||'{}'),action=pathname.slice(GROUND_LINK_API.length+1);
+   if(action==='stage'){
+    if(typeof body.name!=='string'||!body.name.toLowerCase().endsWith('.xlsx')||typeof body.base64!=='string'||!/^[A-Za-z0-9+/]*={0,2}$/.test(body.base64))throw new Error('교각 Excel(.xlsx) 파일을 선택하세요.');
+    const bytes=Buffer.from(body.base64,'base64');if(bytes.length>20*1024*1024||bytes[0]!==80||bytes[1]!==75)throw new Error('유효한 xlsx 파일이 아닙니다.');
+    const id=randomUUID(),dir=path.join(cache,id);await mkdir(dir,{recursive:true});const excel=path.join(dir,'piers.xlsx');await writeFile(excel,bytes);stages.set(id,{excel,name:body.name,folder:typeof body.folder==='string'?body.folder:''});reply(200,{id});return;
+   }
+   if(action==='prepare'){
+    const stage=stages.get(body.stageId);const drawing=stage?.folder?await findGroundDrawing(stage.folder):undefined;reply(200,{drawing:drawing??'',excelSelected:!!stage,excelName:stage?.name??''});return;
+   }
+   if(action==='upload'){
+    if(typeof body.name!=='string'||!/\.(dwg|dxf|xlsx)$/i.test(body.name)||typeof body.base64!=='string'||! /^[A-Za-z0-9+/]*={0,2}$/.test(body.base64))throw new Error('DWG/DXF 또는 Excel을 선택하세요.');
+    const bytes=Buffer.from(body.base64,'base64');if(bytes.length>200*1024*1024)throw new Error('최대 200MB입니다.');const dir=path.join(cache,randomUUID());await mkdir(dir,{recursive:true});const file=path.join(dir,path.basename(body.name));await writeFile(file,bytes);reply(200,{file});return;
+   }
+   if(action==='launch'){
+    const stage=stages.get(body.stageId),drawing=String(body.drawing??''),piers=String(body.excel??stage?.excel??'');
+    const original=stage?.folder?await findGroundDrawing(stage.folder):undefined;
+    const cached=(file:string)=>{const r=path.relative(cache,path.resolve(file));return !!r&&!r.startsWith('..')&&!path.isAbsolute(r);};
+    if(!existsSync(drawing)||!/\.(dwg|dxf)$/i.test(drawing)||drawing!==original&&!cached(drawing))throw new Error('종평면도를 선택하세요.');
+    if(!existsSync(piers)||!/\.xlsx$/i.test(piers)||!cached(piers))throw new Error('교각 Excel을 선택하세요.');
+    const id=randomUUID(),output=path.join(base,'data/output',`app_${id}`),job={output,logs:'',state:'running'};jobs.set(id,job);
+    const python=existsSync(path.join(base,'.venv/Scripts/python.exe'))?path.join(base,'.venv/Scripts/python.exe'):'python';
+    const child=spawn(python,['-B','-u','-X','utf8','-m','pierzainer_ground.web_job',drawing,piers,output],{cwd:base,windowsHide:true,stdio:['ignore','pipe','pipe']});
+    const append=(data:Buffer)=>{job.logs=(job.logs+data.toString('utf8')).slice(-200000);};child.stdout.on('data',append);child.stderr.on('data',append);
+    child.once('error',error=>{job.state='error';job.logs+='\n'+error.message;});child.once('close',code=>{job.state=code===0?'done':'error';});reply(200,{id});return;
+   }
+   if(action==='result'){
+    const job=jobs.get(body.id);if(!job)throw new Error('지반 생성 작업을 찾을 수 없습니다.');
+    if(job.state!=='done'){reply(200,{ready:false,state:job.state,logs:job.logs});return;}
+    for(const filename of ['ground_model_3d_with_maps.json','ground_model.json']){const file=path.join(job.output,filename);if(existsSync(file)){const text=await readFile(file,'utf8');JSON.parse(text);reply(200,{ready:true,filename,text,state:job.state,logs:job.logs});return;}}
+    reply(200,{ready:false});return;
+   }reply(404,{error:'지원하지 않는 지반 연동 요청입니다.'});
+  }catch(error){reply(400,{error:(error as Error).message});}
+ };
+ return{name:'pierzainer-ground-link',configureServer(server){server.middlewares.use((req,res,next)=>void handler(req,res,next));},configurePreviewServer(server){server.middlewares.use((req,res,next)=>void handler(req,res,next));}};
+}

pierzainer_ground/ground-link.test.ts

@@ -0,0 +1,11 @@
+import { describe,it,expect } from 'vitest';
+import { mkdir,writeFile } from 'node:fs/promises';
+import path from 'node:path';
+import { randomUUID } from 'node:crypto';
+import { findGroundDrawing } from './ground-link-server';
+const base=path.join(import.meta.dirname,'data/cache/link-tests');
+describe('지반 프로그램 원본 종평면도 연결',()=>{
+ it('Excel 시작은 도면을 임의로 지정하지 않는다',async()=>expect(await findGroundDrawing('')).toBeUndefined());
+ it('폴더의 종평면도 원본 DWG를 선택하고 변환 DXF와 중복하지 않는다',async()=>{const dir=path.join(base,randomUUID());await mkdir(dir,{recursive:true});await writeFile(path.join(dir,'산외교 종평면도.dwg'),'');await writeFile(path.join(dir,'종평면도.dxf'),'');await writeFile(path.join(dir,'받침배치도.dwg'),'');expect(await findGroundDrawing(dir)).toBe(path.join(dir,'산외교 종평면도.dwg'));});
+ it('서로 다른 종평면도 원본이 여럿이면 사용자 선택으로 남긴다',async()=>{const dir=path.join(base,randomUUID());await mkdir(dir,{recursive:true});await writeFile(path.join(dir,'A교 종평면도.dwg'),'');await writeFile(path.join(dir,'B교 종평면도.dwg'),'');expect(await findGroundDrawing(dir)).toBeUndefined();});
+});

pierzainer_ground/ground-link.ts

@@ -0,0 +1,66 @@
+import './ground-popup.css';
+const API='/__pierzainer/ground-link';
+let pending:{file:File;folder?:string}|undefined,staged:Promise<string|undefined>=Promise.resolve(undefined),version=0;
+const request=async(action:string,body:object)=>{const r=await fetch(`${API}/${action}`,{method:'POST',headers:{'Content-Type':'application/json','X-Pierzainer-Action':'ground-link'},body:JSON.stringify(body)});const value=await r.json();if(!r.ok)throw new Error(value.error??'지반 프로그램 연동 실패');return value;};
+const base64=(file:File)=>new Promise<string>((resolve,reject)=>{const reader=new FileReader();reader.onerror=()=>reject(new Error('Excel 파일을 읽지 못했습니다.'));reader.onload=()=>resolve(String(reader.result).split(',')[1]);reader.readAsDataURL(file);});
+document.addEventListener('change',event=>{const input=event.target as HTMLInputElement;if(input.id==='file'&&input.files?.[0])pending={file:input.files[0]};if(input.id==='project-file'){pending=undefined;version++;staged=Promise.resolve(undefined);}},true);
+window.addEventListener('pierzainer:ground-source',(event:Event)=>{const d=(event as CustomEvent).detail;pending={file:new File([d.bytes],d.name,{type:'application/vnd.openxmlformats-officedocument.spreadsheetml.sheet'}),folder:d.folder};});
+document.addEventListener('click',event=>{if(!(event.target as Element).closest('#dlg-apply')||!pending)return;const source=pending;pending=undefined;version++;staged=(async()=>{const data=await request('stage',{name:source.file.name,base64:await base64(source.file),folder:source.folder});return data.id as string;})();staged.catch(()=>{});},true);
+
+let opening=false,running=false,launchSerial=0;
+let popup:HTMLDialogElement;
+function getPopup(){
+ if(popup)return popup;
+ popup=document.createElement('dialog');popup.className='ground-popup';popup.setAttribute('aria-labelledby','ground-popup-title');
+ popup.innerHTML=`<header><div><small>GROUND MODEL</small><h2 id="ground-popup-title">지반 모델 생성</h2></div><button type="button" data-close aria-label="닫기">×</button></header>
+ <p>종평면도와 교각 Excel로 지반면·위성사진·2D 지도 JSON을 생성합니다.</p>
+ <label for="ground-drawing-file">종평면도 DXF / DWG</label><div class="ground-file-row"><span data-drawing-name></span><button type="button" data-pick="drawing">종평면도 선택</button><input id="ground-drawing-file" data-drawing type="file" accept=".dwg,.dxf" hidden></div>
+ <label for="ground-excel-file">교각 Excel</label><div class="ground-file-row"><span data-excel-name></span><button type="button" data-pick="excel">Excel 선택</button><input id="ground-excel-file" data-excel type="file" accept=".xlsx" hidden></div>
+ <p class="ground-popup-note">기존 생성 엔진을 사용합니다. 지도 다운로드에는 인터넷 연결이 필요합니다.</p>
+ <button type="button" data-run>지반 생성</button><p data-status role="status" aria-live="polite"></p><pre data-logs tabindex="0" aria-label="생성 진행 로그"></pre><footer><button type="button" data-close>닫기</button></footer>`;
+ popup.querySelectorAll<HTMLButtonElement>('[data-pick]').forEach(button=>button.addEventListener('click',()=>popup.querySelector<HTMLInputElement>(`[data-${button.dataset.pick}]`)!.click()));
+ popup.querySelectorAll('[data-close]').forEach(button=>button.addEventListener('click',()=>popup.close()));document.body.append(popup);return popup;
+}
+window.addEventListener('pierzainer:open-ground',async()=>{
+ if(opening&&popup?.open)return;if(running&&popup){popup.showModal();opening=true;return;}opening=true;
+ const dialog=getPopup(),ticket=++launchSerial,snapshot=version;
+ const status=dialog.querySelector<HTMLElement>('[data-status]')!,logs=dialog.querySelector<HTMLElement>('[data-logs]')!,run=dialog.querySelector<HTMLButtonElement>('[data-run]')!;
+ const drawingInput=dialog.querySelector<HTMLInputElement>('[data-drawing]')!,excelInput=dialog.querySelector<HTMLInputElement>('[data-excel]')!;
+ drawingInput.value='';excelInput.value='';drawingInput.disabled=excelInput.disabled=false;dialog.querySelector('[data-drawing-name]')!.textContent='파일 확인 중…';dialog.querySelector('[data-excel-name]')!.textContent='파일 확인 중…';run.disabled=true;status.textContent='입력 파일 확인 중…';logs.textContent='';dialog.showModal();
+ let stageId:string|undefined,drawing='';
+ try{stageId=await staged;const prepared=await request('prepare',{stageId});drawing=prepared.drawing;
+ const display=(kind:string,name:string,connected:boolean)=>{dialog.querySelector(`[data-${kind}-name]`)!.textContent=name;dialog.querySelector(`[data-pick="${kind}"]`)!.textContent=connected?'파일 변경':kind==='drawing'?'종평면도 선택':'Excel 선택';};
+ const drawingName=drawing.split(/[\\/]/).pop()||'종평면도를 선택하세요.';const excelName=prepared.excelName||'교각 Excel을 선택하세요.';
+ display('drawing',drawingName,!!drawing);display('excel',excelName,prepared.excelSelected);
+ drawingInput.onchange=()=>display('drawing',drawingInput.files?.[0]?.name||drawingName,!!drawingInput.files?.[0]||!!drawing);
+ excelInput.onchange=()=>display('excel',excelInput.files?.[0]?.name||excelName,!!excelInput.files?.[0]||prepared.excelSelected);status.textContent='입력을 확인하고 지반 생성을 누르세요.';run.disabled=false;
+ }catch(error){status.textContent=(error as Error).message;opening=false;return;}
+ run.onclick=async()=>{
+  if(snapshot!==version){status.textContent='프로젝트가 변경되었습니다. 닫고 다시 열어 주세요.';return;}
+  run.disabled=true;drawingInput.disabled=excelInput.disabled=true;
+  try{
+   const upload=async(file:File)=>(await request('upload',{name:file.name,base64:await base64(file)})).file as string;
+   status.textContent='입력 파일 전달 중…';const chosen=drawingInput.files?.[0],excel=excelInput.files?.[0];
+   if(chosen)drawing=await upload(chosen);if(!drawing)throw new Error('종평면도를 선택하세요.');
+   const excelPath=excel?await upload(excel):undefined;
+   if(!excelPath&&!stageId)throw new Error('교각 Excel을 선택하세요.');
+   const job=await request('launch',{stageId,drawing,excel:excelPath});running=true;status.textContent='지반·지도 생성 중… 닫아도 생성은 계속됩니다.';
+   const deadline=Date.now()+30*60*1000;
+   const poll=async()=>{
+    if(snapshot!==version||ticket!==launchSerial){running=false;return;}
+    try{
+     const result=await request('result',{id:job.id});logs.textContent=result.logs??'';logs.scrollTop=logs.scrollHeight;
+     if(result.state==='error')throw new Error('지반 생성 실패. 진행 로그를 확인하세요.');
+     if(result.ready){
+      const input=document.querySelector<HTMLInputElement>('#ground-import');
+      status.textContent=input?'지반 생성 완료. 프로젝트에 불러왔습니다.':'지반 생성 완료. 지반·지층 화면으로 돌아오면 불러옵니다.';
+      if(input){const transfer=new DataTransfer();transfer.items.add(new File([result.text],result.filename,{type:'application/json'}));input.files=transfer.files;input.dispatchEvent(new Event('change',{bubbles:true}));running=false;run.disabled=false;drawingInput.disabled=excelInput.disabled=false;return;}
+     }
+     if(Date.now()>deadline)throw new Error('응답 대기 시간이 지났습니다. 결과 폴더를 확인하세요.');setTimeout(poll,2000);
+    }catch(error){status.textContent=(error as Error).message;running=false;run.disabled=false;drawingInput.disabled=excelInput.disabled=false;}
+   };setTimeout(poll,1000);
+  }catch(error){status.textContent=(error as Error).message;running=false;run.disabled=false;drawingInput.disabled=excelInput.disabled=false;}
+ };
+});
+// Closing hides the panel; the current job and its polling continue.
+document.addEventListener('close',event=>{if(event.target===popup)opening=false;},true);

pierzainer_ground/ground-popup.css

@@ -0,0 +1,5 @@
+.ground-popup{box-sizing:border-box;width:min(860px,94vw);max-height:90dvh;overflow:auto;border:1px solid #d2dfed;border-radius:16px;padding:26px;background:#fff;color:#14263d;box-shadow:0 24px 90px #10263f40;font-family:inherit}
+.ground-popup::backdrop{background:#10263f70;backdrop-filter:blur(3px)}
+.ground-popup header{display:flex;align-items:center;justify-content:space-between}.ground-popup h2{margin:6px 0 16px;font-size:23px}.ground-popup small{color:#087fcb;letter-spacing:.14em}
+.ground-popup button{font:inherit;cursor:pointer;padding:9px 18px;border-radius:7px;border:1px solid #cbd9e8;background:#f2f7fc;color:#14263d}.ground-popup button:disabled{opacity:.5;cursor:wait}.ground-popup [data-run]{background:#087fcb;color:white;border-color:#087fcb;margin-top:18px}.ground-popup label{display:block;font-weight:600;margin-top:20px}.ground-popup input{display:block;margin-top:9px;max-width:100%;font:inherit}.ground-popup [data-drawing-name],.ground-popup [data-excel-name]{overflow-wrap:anywhere;font-size:12px;color:#64748b;margin-top:7px}.ground-popup-note{font-size:12px;color:#64748b}.ground-popup pre{height:210px;overflow:auto;white-space:pre-wrap;overflow-wrap:anywhere;background:#f5f8fc;border:1px solid #dce6f0;border-radius:8px;padding:12px;font-size:12px}.ground-popup footer{text-align:right}.ground-popup [data-status]{font-size:13px}
+.ground-popup .ground-file-row{display:flex;align-items:center;gap:14px;margin-top:10px;padding:12px 14px;border:1px solid #dce6f0;border-radius:8px;background:#f8fafc}.ground-popup .ground-file-row span{flex:1;min-width:0;overflow-wrap:anywhere;font-size:14px;color:#14263d;margin:0}.ground-popup .ground-file-row button{flex-shrink:0}.ground-popup input[hidden]{display:none}

pierzainer_ground/pierzainer_ground/app.py

@@ -1,6 +1,7 @@
 """Two-file, AI-free ground-model generator."""
 from pathlib import Path
 import os
+import json
 import queue
 import re
 import threading
@@ -10,16 +11,34 @@ from tkinter import filedialog, messagebox, scrolledtext, ttk
 from .drawing_job import ROOT, build_from_files
 
 
+def read_launch_context():
+    filename=os.environ.get('PIERZAINER_GROUND_CONTEXT')
+    if not filename:return {}
+    file=Path(filename).resolve()
+    if not file.is_relative_to((ROOT/'data/cache').resolve()):raise ValueError('지반 연동 설정 경로가 올바르지 않습니다.')
+    data=json.loads(file.read_text(encoding='utf-8'))
+    for key,extensions in [('drawing',('.dwg','.dxf')),('piers',('.xlsx',))]:
+        value=data.get(key,'')
+        if value and (not Path(value).is_file() or Path(value).suffix.lower() not in extensions):raise ValueError(f'{key} 입력 파일이 없습니다.')
+    if data.get('output') and not Path(data['output']).resolve().is_relative_to((ROOT/'data/output').resolve()):raise ValueError('결과 폴더는 지반 프로젝트 내부여야 합니다.')
+    if data.get('ready_file') and not Path(data['ready_file']).resolve().is_relative_to((ROOT/'data/cache').resolve()):raise ValueError('실행 확인 경로가 올바르지 않습니다.')
+    return data
+
+
 class GroundModelApp(tk.Tk):
-    def __init__(self):
+    def __init__(self,context=None):
         super().__init__()
         self.title('Pierzainer 지반모델링 · 도면 + Excel 자동 생성 v2')
         self.geometry('1000x640');self.minsize(850,540)
-        self.drawing=tk.StringVar();self.piers=tk.StringVar()
+        context=context or {};self._linked_output=context.get('output')
+        self.drawing=tk.StringVar(value=context.get('drawing',''));self.piers=tk.StringVar(value=context.get('piers',''))
         self.output=tk.StringVar(value=str(ROOT/'data/output'))
         self.status=tk.StringVar(value='종평면도와 교각 Excel을 선택하세요')
         self.messages=queue.Queue();self.busy=False
         self._build();self.after(100,self._poll)
+        if self._linked_output or self.drawing.get():self._output_folder()
+        if context.get('message'):self.status.set(context['message'])
+        if context.get('ready_file'):Path(context['ready_file']).write_text('ready',encoding='utf-8')
 
     def _build(self):
         main=ttk.Frame(self,padding=16);main.pack(fill='both',expand=True)
@@ -28,12 +47,12 @@ class GroundModelApp(tk.Tk):
         for row,key,label in ((1,'drawing','① 종평면도 DXF/DWG'),(2,'piers','② 교각 Excel')):
             ttk.Label(main,text=label).grid(row=row,column=0,sticky='w',pady=6)
             ttk.Entry(main,textvariable=getattr(self,key)).grid(row=row,column=1,sticky='ew',padx=10)
-            ttk.Button(main,text='찾기',command=lambda k=key:self._browse(k)).grid(row=row,column=2)
+            ttk.Button(main,text='종평면도 선택하기' if key=='drawing' else 'Excel 선택하기',command=lambda k=key:self._browse(k)).grid(row=row,column=2)
         ttk.Label(main,text='결과 저장 위치').grid(row=3,column=0,sticky='w',pady=6)
         ttk.Entry(main,textvariable=self.output,state='readonly').grid(row=3,column=1,columnspan=2,sticky='ew',padx=(10,0))
         ttk.Label(main,text='두 파일만 선택하면 지반면 + 위성사진 + 2D 지도를 생성합니다. AI 연결 없이 OSM/Esri 인터넷 지도를 사용합니다.\n원본에 좌표계 표기가 없으면 프로젝트 기본 EPSG:5186을 적용하고, 좌표계 가정으로 표시합니다.',foreground='#4f6070',wraplength=920).grid(row=4,column=0,columnspan=3,sticky='w',pady=12)
         buttons=ttk.Frame(main);buttons.grid(row=5,column=0,columnspan=3,sticky='ew',pady=6)
-        self.run_button=ttk.Button(buttons,text='지반 모델 자동 생성',command=self._start_run);self.run_button.pack(side='left')
+        self.run_button=ttk.Button(buttons,text='지반 생성',command=self._start_run);self.run_button.pack(side='left')
         ttk.Button(buttons,text='결과 폴더 열기',command=self._open_out).pack(side='left',padx=10)
         ttk.Label(main,textvariable=self.status).grid(row=6,column=0,columnspan=3,sticky='w',pady=6)
         self.log=scrolledtext.ScrolledText(main,height=18,font=('Consolas',10))
@@ -52,7 +71,7 @@ class GroundModelApp(tk.Tk):
 
     def _output_folder(self):
         name=re.sub(r'[^\w.-]+','_',Path(self.drawing.get()).stem).strip('.') or 'new_drawing'
-        self.output.set(str(ROOT/'data/output'/('drawing_'+name)))
+        self.output.set(self._linked_output or str(ROOT/'data/output'/('drawing_'+name)))
 
     def _open_out(self):
         path=Path(self.output.get())
@@ -93,7 +112,7 @@ class GroundModelApp(tk.Tk):
 
 
 def main():
-    app=GroundModelApp();app.mainloop();return 0
+    app=GroundModelApp(read_launch_context());app.mainloop();return 0
 
 
 if __name__=='__main__':raise SystemExit(main())

pierzainer_ground/pierzainer_ground/web_job.py

@@ -0,0 +1,10 @@
+"""Run the existing generator for the in-app dialog, without a native window."""
+import sys
+from .drawing_job import build_from_files
+
+if __name__ == '__main__':
+    try:
+        build_from_files(sys.argv[1], sys.argv[2], lambda message: print(message, flush=True), output=sys.argv[3])
+    except Exception as error:
+        print(str(error), file=sys.stderr, flush=True)
+        sys.exit(1)

pierzainer_ground/tests/test_app_link.py

@@ -0,0 +1,29 @@
+import os,json,unittest,uuid
+from pathlib import Path
+from unittest.mock import patch
+from pierzainer_ground.app import read_launch_context,GroundModelApp,ROOT
+
+class AppLinkTest(unittest.TestCase):
+    def setUp(self):
+        self.cache=ROOT/'data/cache'/('gui_link_test_'+uuid.uuid4().hex);self.cache.mkdir(parents=True)
+        self.excel=ROOT.parent/'도면추출/samples/샘플01_산외교_교각입력데이터.xlsx'
+        self.drawing=ROOT/'data/input/sanwoe/02.종평면도(울산)_2017.0619-수정.dwg'
+    def config(self,drawing=''):
+        return dict(piers=str(self.excel),drawing=drawing,output=str(ROOT/'data/output'/self.cache.name),ready_file=str(self.cache/'ready'))
+    def test_excel_has_empty_drawing_and_keeps_workbook(self):
+        file=self.cache/'context.json';file.write_text(json.dumps(self.config()),encoding='utf-8')
+        with patch.dict(os.environ,PIERZAINER_GROUND_CONTEXT=str(file)):
+            context=read_launch_context();self.assertEqual(context['drawing'],'');self.assertEqual(context['piers'],str(self.excel))
+    def test_native_gui_prefills_both_and_calls_existing_pipeline(self):
+        context=self.config(str(self.drawing));app=GroundModelApp(context);app.withdraw()
+        try:
+            self.assertEqual(app.drawing.get(),str(self.drawing));self.assertEqual(app.piers.get(),str(self.excel));self.assertEqual(app.output.get(),context['output']);self.assertEqual(app.run_button['text'],'지반 생성')
+            with patch('pierzainer_ground.app.build_from_files',return_value={'map_status':{'status':'mapped'}}) as run:
+                app._start_run();kind,message=app.messages.get(timeout=3);self.assertEqual(kind,'done');self.assertEqual(run.call_args.args[:2],(str(self.drawing),str(self.excel)));self.assertEqual(run.call_args.kwargs['output'],context['output'])
+        finally:
+            for token in app.tk.call('after','info'):app.after_cancel(token)
+            app.destroy()
+    def test_bad_output_is_rejected(self):
+        context=self.config();context['output']=str(ROOT.parent);file=self.cache/'context.json';file.write_text(json.dumps(context),encoding='utf-8')
+        with patch.dict(os.environ,PIERZAINER_GROUND_CONTEXT=str(file)),self.assertRaises(ValueError):read_launch_context()
+if __name__=='__main__':unittest.main()

project_data/03_prj_json/sample01.pzr.json

@@ -0,0 +1 @@
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project_data/03_prj_json/sample04.pzr.json

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project_data/03_prj_json/sample05.pzr.json

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project_data/03_prj_json/sample06.pzr.json

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project_data/03_prj_json/sample07.pzr.json

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project_data/03_prj_json/sample10.pzr.json

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+{"schemaVersion":1,"project":{"name":"샘플 10 · 도하4교","bridge":"도하4교","client":"","author":"","crs":"EPSG:5186","memo":"도면추출 연동 샘플 + 원도면 지반. 설계 지반고 유지. 지도 CRS는 원자료 확인이 필요한 가정(project_default_not_source_verified)."},"source":{"fileName":"샘플10_도하4교_교각입력데이터.xlsx","sheets":["Pier","IP","Bearing"]},"piers":[{"id":"P1","input":{"columnDiameterMm":2000,"footingLengthMm":10400,"footingWidthMm":8150,"footingHeightMm":2000,"blindingMarginMm":100,"blindingThicknessMm":100,"pileKind":"강관","pileOuterMm":609.6,"pileThicknessMm":12,"copingH1Mm":1000,"copingH2Mm":1500,"levelWidthMm":2100,"name":"P1","sheet":"Pier","type":"T형","copingTopEl":98.552,"footingBottomEl":78.852,"groundEl":85.365,"foundationType":"직접기초","pileLengthMm":0,"copingWidthMm":4000,"copingLengthMm":12500,"columnCount":1,"ips":[{"name":"IP1","x":200987.223238,"y":583704.910196,"angleDeg":0},{"name":"IP2","x":200987.580804,"y":583703.299406,"angleDeg":0},{"name":"IP3","x":200989.888734,"y":583692.902485,"angleDeg":0},{"name":"IP4","x":0,"y":0,"angleDeg":0}],"bearings":[{"no":1,"x":200987.095,"y":583702.013,"z":98.859,"azimuthDeg":77.47163888888889,"row":"전열"},{"no":2,"x":200988.549,"y":583695.473,"z":98.725,"azimuthDeg":77.47163888888889,"row":"전열"},{"no":3,"x":200988.565,"y":583702.34,"z":98.847,"azimuthDeg":77.49702777777776,"row":"후열"},{"no":4,"x":200990.015,"y":583695.798,"z":98.713,"azimuthDeg":77.49700000000001,"row":"후열"}],"bearingAzimuthFrame":"model-xy"},"defaults":{"columnDiameterMm":2000,"footingLengthMm":10400,"footingWidthMm":8150,"footingHeightMm":2000,"blindingMarginMm":100,"blindingThicknessMm":100,"pileKind":"강관","pileOuterMm":609.6,"pileThicknessMm":12,"copingH1Mm":1000,"copingH2Mm":1500,"levelWidthMm":2100,"name":"P1","sheet":"Pier","type":"T형","copingTopEl":98.552,"footingBottomEl":78.852,"groundEl":85.365,"foundationType":"직접기초","pileLengthMm":0,"copingWidthMm":4000,"copingLengthMm":12500,"columnCount":1,"ips":[{"name":"IP1","x":200987.223238,"y":583704.910196,"angleDeg":0},{"name":"IP2","x":200987.580804,"y":583703.299406,"angleDeg":0},{"name":"IP3","x":200989.888734,"y":583692.902485,"angleDeg":0},{"name":"IP4","x":0,"y":0,"angleDeg":0}],"bearings":[{"no":1,"x":200987.095,"y":583702.013,"z":98.859,"azimuthDeg":77.47163888888889,"row":"전열"},{"no":2,"x":200988.549,"y":583695.473,"z":98.725,"azimuthDeg":77.47163888888889,"row":"전열"},{"no":3,"x":200988.565,"y":583702.34,"z":98.847,"azimuthDeg":77.49702777777776,"row":"후열"},{"no":4,"x":200990.015,"y":583695.798,"z":98.713,"azimuthDeg":77.49700000000001,"row":"후열"}],"bearingAzimuthFrame":"model-xy"},"draft":{"columnDiameterMm":2000,"footingLengthMm":10400,"footingWidthMm":8150,"footingHeightMm":2000,"blindingMarginMm":100,"blindingThicknessMm":100,"pileKind":"강관","pileOuterMm":609.6,"pileThicknessMm":12,"copingH1Mm":1000,"copingH2Mm":1500,"levelWidthMm":2100,"name":"P1","sheet":"Pier","type":"T형","copingTopEl":98.552,"footingBottomEl":78.852,"groundEl":85.365,"foundationType":"직접기초","pileLengthMm":0,"copingWidthMm":4000,"copingLengthMm":12500,"columnCount":1,"ips":[{"name":"IP1","x":200987.223238,"y":583704.910196,"angleDeg":0},{"name":"IP2","x":200987.580804,"y":583703.299406,"angleDeg":0},{"name":"IP3","x":200989.888734,"y":583692.902485,"angleDeg":0},{"name":"IP4","x":0,"y":0,"angleDeg":0}],"bearings":[{"no":1,"x":200987.095,"y":583702.013,"z":98.859,"azimuthDeg":77.47163888888889,"row":"전열"},{"no":2,"x":200988.549,"y":583695.473,"z":98.725,"azimuthDeg":77.47163888888889,"row":"전열"},{"no":3,"x":200988.565,"y":583702.34,"z":98.847,"azimuthDeg":77.49702777777776,"row":"후열"},{"no":4,"x":200990.015,"y":583695.798,"z":98.713,"azimuthDeg":77.49700000000001,"row":"후열"}],"bearingAzimuthFrame":"model-xy"}},{"id":"P2","input":{"columnDiameterMm":2000,"footingLengthMm":10400,"footingWidthMm":8150,"footingHeightMm":2000,"blindingMarginMm":100,"blindingThicknessMm":100,"pileKind":"강관","pileOuterMm":609.6,"pileThicknessMm":12,"copingH1Mm":1000,"copingH2Mm":1500,"levelWidthMm":2100,"name":"P2","sheet":"Pier","type":"T형","copingTopEl":98.108,"footingBottomEl":78.408,"groundEl":85.754,"foundationType":"직접기초","pileLengthMm":0,"copingWidthMm":4000,"copingLengthMm":12500,"columnCount":1,"ips":[{"name":"IP1","x":201041.036417,"y":583716.399861,"angleDeg":0},{"name":"IP2","x":201041.367881,"y":583714.783498,"angleDeg":0},{"name":"IP3","x":201043.507331,"y":583704.350605,"angleDeg":0},{"name":"IP4","x":0,"y":0,"angleDeg":0}],"bearings":[{"no":1,"x":201040.861,"y":583713.505,"z":98.415,"azimuthDeg":78.39847222222221,"row":"전열"},{"no":2,"x":201042.209,"y":583706.942,"z":98.281,"azimuthDeg":78.39847222222221,"row":"전열"},{"no":3,"x":201042.336,"y":583713.808,"z":98.402,"azimuthDeg":78.42386111111114,"row":"후열"},{"no":4,"x":201043.68,"y":583707.244,"z":98.268,"azimuthDeg":78.42383333333333,"row"Line truncated

project_data/03_prj_json/sample11.pzr.json

@@ -0,0 +1 @@
+{"schemaVersion":1,"project":{"name":"샘플 11 · 곡천교","bridge":"곡천교","client":"","author":"","crs":"EPSG:5186","memo":"도면추출 연동 샘플 + 원도면 지반. 설계 지반고 유지. 지도 CRS는 원자료 확인이 필요한 가정(project_default_not_source_verified)."},"source":{"fileName":"샘플11_곡천교_교각입력데이터.xlsx","sheets":["Pier","IP","Bearing"]},"piers":[{"id":"P1","input":{"columnDiameterMm":2000,"footingLengthMm":10400,"footingWidthMm":8150,"footingHeightMm":2000,"blindingMarginMm":100,"blindingThicknessMm":100,"pileKind":"강관","pileOuterMm":609.6,"pileThicknessMm":12,"copingH1Mm":1000,"copingH2Mm":1500,"levelWidthMm":2100,"name":"P1","sheet":"Pier","type":"2주형","copingTopEl":86.8393,"footingBottomEl":61.44,"groundEl":64.692,"foundationType":"직접기초","pileLengthMm":0,"copingWidthMm":3500,"copingLengthMm":17000,"columnCount":2,"ips":[{"name":"IP1","x":226998.64978,"y":492646.179517,"angleDeg":0},{"name":"IP2","x":226998.640605,"y":492646.174649,"angleDeg":0},{"name":"IP3","x":227013.515037,"y":492654.066886,"angleDeg":0},{"name":"IP4","x":0,"y":0,"angleDeg":0}],"bearings":[{"no":1,"x":226999.795,"y":492646.0899,"z":87.3778,"azimuthDeg":347.36733333333336,"row":"전열"},{"no":2,"x":227002.2906,"y":492647.414,"z":87.2989,"azimuthDeg":347.3780277777778,"row":"전열"},{"no":3,"x":227004.7862,"y":492648.7381,"z":87.2201,"azimuthDeg":347.38875,"row":"전열"},{"no":4,"x":227007.282,"y":492650.0623,"z":87.1413,"azimuthDeg":347.39947222222224,"row":"전열"},{"no":5,"x":227009.7779,"y":492651.3866,"z":87.0623,"azimuthDeg":347.4102222222222,"row":"전열"},{"no":6,"x":227012.2739,"y":492652.7109,"z":86.9834,"azimuthDeg":347.421,"row":"전열"},{"no":7,"x":226999.5196,"y":492647.3558,"z":87.3832,"azimuthDeg":348.11983333333336,"row":"후열"},{"no":8,"x":227002.0154,"y":492648.6799,"z":87.3043,"azimuthDeg":348.1310555555556,"row":"후열"},{"no":9,"x":227004.5113,"y":492650.0041,"z":87.2254,"azimuthDeg":348.1422777777778,"row":"후열"},{"no":10,"x":227007.0073,"y":492651.3283,"z":87.1466,"azimuthDeg":348.15352777777775,"row":"후열"},{"no":11,"x":227009.5035,"y":492652.6527,"z":87.0676,"azimuthDeg":348.1647777777778,"row":"후열"},{"no":12,"x":227011.9998,"y":492653.9771,"z":86.9886,"azimuthDeg":348.17605555555554,"row":"후열"}],"bearingAzimuthFrame":"model-xy"},"defaults":{"columnDiameterMm":2000,"footingLengthMm":10400,"footingWidthMm":8150,"footingHeightMm":2000,"blindingMarginMm":100,"blindingThicknessMm":100,"pileKind":"강관","pileOuterMm":609.6,"pileThicknessMm":12,"copingH1Mm":1000,"copingH2Mm":1500,"levelWidthMm":2100,"name":"P1","sheet":"Pier","type":"2주형","copingTopEl":86.8393,"footingBottomEl":61.44,"groundEl":64.692,"foundationType":"직접기초","pileLengthMm":0,"copingWidthMm":3500,"copingLengthMm":17000,"columnCount":2,"ips":[{"name":"IP1","x":226998.64978,"y":492646.179517,"angleDeg":0},{"name":"IP2","x":226998.640605,"y":492646.174649,"angleDeg":0},{"name":"IP3","x":227013.515037,"y":492654.066886,"angleDeg":0},{"name":"IP4","x":0,"y":0,"angleDeg":0}],"bearings":[{"no":1,"x":226999.795,"y":492646.0899,"z":87.3778,"azimuthDeg":347.36733333333336,"row":"전열"},{"no":2,"x":227002.2906,"y":492647.414,"z":87.2989,"azimuthDeg":347.3780277777778,"row":"전열"},{"no":3,"x":227004.7862,"y":492648.7381,"z":87.2201,"azimuthDeg":347.38875,"row":"전열"},{"no":4,"x":227007.282,"y":492650.0623,"z":87.1413,"azimuthDeg":347.39947222222224,"row":"전열"},{"no":5,"x":227009.7779,"y":492651.3866,"z":87.0623,"azimuthDeg":347.4102222222222,"row":"전열"},{"no":6,"x":227012.2739,"y":492652.7109,"z":86.9834,"azimuthDeg":347.421,"row":"전열"},{"no":7,"x":226999.5196,"y":492647.3558,"z":87.3832,"azimuthDeg":348.11983333333336,"row":"후열"},{"no":8,"x":227002.0154,"y":492648.6799,"z":87.3043,"azimuthDeg":348.1310555555556,"row":"후열"},{"no":9,"x":227004.5113,"y":492650.0041,"z":87.2254,"azimuthDeg":348.1422777777778,"row":"후열"},{"no":10,"x":227007.0073,"y":492651.3283,"z":87.1466,"azimuthDeg":348.15352777777775,"row":"후열"},{"no":11,"x":227009.5035,"y":492652.6527,"z":87.0676,"azimuthDeg":348.1647777777778,"row":"후열"},{"no":12,"x":227011.9998,"y":492653.9771,"z":86.9886,"azimuthDeg":348.17605555555554,"row":"후열"}],"bearingAzimuthFrame":"model-xy"},"draft":{"columnDiameterMm":2000,"footingLengthMm":10400,"footingWidthMm":8150,"footingHeightMm":2000,"blindingMarginMm":100,"blindingThicknessMm":100,"pileKind":"강관","pileOuterMm":609.6,"pileThicknessMm":12,"copingH1Mm":1000,"copingH2Mm":1500,"levelWidthMm":2100,"name":"P1","sheet":"Pier","type":"2주형","copingTopEl":86.8393,"footingBottomEl":61.44,"groundEl":64.692,"foundationType":"직접기초","pileLengthMm":0,"copingWidthMm":3500,"copingLengthMm":17000,"columnCount":2,"ips":[{"name":"IP1","x":226998.64978,"y":492646.179517,"angleDeg":0},{"name":"IP2","x":226998.640605,"y":492646.174649,"angleDeg":0},{"name":"IP3","x":227013.515037,"y":492654.066886,"angleDeg":0},{"Line truncated

project_data/03_prj_json/sample12.pzr.json

@@ -0,0 +1 @@
+{"schemaVersion":1,"project":{"name":"샘플 12 · 감북교","bridge":"감북교","client":"","author":"","crs":"EPSG:5186","memo":"도면추출 연동 샘플 + 원도면 지반. 설계 지반고 유지. 지도 CRS는 원자료 확인이 필요한 가정(inferred_false_northing_convention_not_source_verified)."},"source":{"fileName":"샘플12_감북교_교각입력데이터.xlsx","sheets":["Pier","IP","Bearing"]},"piers":[{"id":"P1","input":{"columnDiameterMm":2000,"footingLengthMm":10400,"footingWidthMm":8150,"footingHeightMm":2000,"blindingMarginMm":100,"blindingThicknessMm":100,"pileKind":"강관","pileOuterMm":609.6,"pileThicknessMm":12,"copingH1Mm":1000,"copingH2Mm":1500,"levelWidthMm":2100,"name":"P1","sheet":"Pier","type":"2주형","copingTopEl":56.5998,"footingBottomEl":43.604,"groundEl":44.64,"foundationType":"현장타설말뚝","pileLengthMm":17566,"copingWidthMm":3000,"copingLengthMm":20000,"columnCount":2,"ips":[{"name":"IP1","x":214529.86606,"y":547194.678176,"angleDeg":0},{"name":"IP2","x":214548.146791,"y":547202.413639,"angleDeg":0},{"name":"IP3","x":214548.137582,"y":547202.409742,"angleDeg":0},{"name":"IP4","x":0,"y":0,"angleDeg":0}],"bearings":[{"no":1,"x":214531.1568,"y":547194.6814,"z":56.8196,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":2,"x":214533.8276,"y":547195.8116,"z":56.8776,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":3,"x":214536.4983,"y":547196.9417,"z":56.9356,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":4,"x":214539.169,"y":547198.0718,"z":56.9936,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":5,"x":214541.8398,"y":547199.2019,"z":57.0516,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":6,"x":214544.5105,"y":547200.332,"z":57.1096,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":7,"x":214547.1812,"y":547201.4622,"z":57.1676,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":8,"x":214530.7671,"y":547195.6024,"z":56.7998,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":9,"x":214533.4379,"y":547196.7325,"z":56.8578,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":10,"x":214536.1086,"y":547197.8626,"z":56.9158,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":11,"x":214538.7793,"y":547198.9927,"z":56.9738,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":12,"x":214541.4501,"y":547200.1229,"z":57.0318,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":13,"x":214544.1208,"y":547201.253,"z":57.0898,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":14,"x":214546.7916,"y":547202.3831,"z":57.1478,"azimuthDeg":337.06444444444446,"row":"후열"}],"bearingAzimuthFrame":"model-xy"},"defaults":{"columnDiameterMm":2000,"footingLengthMm":10400,"footingWidthMm":8150,"footingHeightMm":2000,"blindingMarginMm":100,"blindingThicknessMm":100,"pileKind":"강관","pileOuterMm":609.6,"pileThicknessMm":12,"copingH1Mm":1000,"copingH2Mm":1500,"levelWidthMm":2100,"name":"P1","sheet":"Pier","type":"2주형","copingTopEl":56.5998,"footingBottomEl":43.604,"groundEl":44.64,"foundationType":"현장타설말뚝","pileLengthMm":17566,"copingWidthMm":3000,"copingLengthMm":20000,"columnCount":2,"ips":[{"name":"IP1","x":214529.86606,"y":547194.678176,"angleDeg":0},{"name":"IP2","x":214548.146791,"y":547202.413639,"angleDeg":0},{"name":"IP3","x":214548.137582,"y":547202.409742,"angleDeg":0},{"name":"IP4","x":0,"y":0,"angleDeg":0}],"bearings":[{"no":1,"x":214531.1568,"y":547194.6814,"z":56.8196,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":2,"x":214533.8276,"y":547195.8116,"z":56.8776,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":3,"x":214536.4983,"y":547196.9417,"z":56.9356,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":4,"x":214539.169,"y":547198.0718,"z":56.9936,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":5,"x":214541.8398,"y":547199.2019,"z":57.0516,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":6,"x":214544.5105,"y":547200.332,"z":57.1096,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":7,"x":214547.1812,"y":547201.4622,"z":57.1676,"azimuthDeg":337.06444444444446,"row":"전열"},{"no":8,"x":214530.7671,"y":547195.6024,"z":56.7998,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":9,"x":214533.4379,"y":547196.7325,"z":56.8578,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":10,"x":214536.1086,"y":547197.8626,"z":56.9158,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":11,"x":214538.7793,"y":547198.9927,"z":56.9738,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":12,"x":214541.4501,"y":547200.1229,"z":57.0318,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":13,"x":214544.1208,"y":547201.253,"z":57.0898,"azimuthDeg":337.06444444444446,"row":"후열"},{"no":14,"x":214546.7916,"y":547202.3831,"z":57.1478,"azimuthDeg":337.06444444444446,"row":"후열"}],"bearingAzimuthFrame":"model-xy"},"draft":{"columnDiameterMm":2000,"footingLengthMm":10400,"footingWidthMm":8150,"footingHeightMm":2000,"blindingMarginMm":100,"blindingThicknessMm":100,"pileKind":"강관","pileOuterMm":609.6,"Line truncated

scripts/capture-sample.sh

@@ -1,12 +0,0 @@
-#!/usr/bin/env bash
-# Headless Chrome screenshot of the sample page (WSL2 → Windows Chrome).
-# Usage: scripts/capture-sample.sh <output.png> [url]
-# Requires the dev server: npm run dev -- --host 127.0.0.1 --port 5173
-set -euo pipefail
-OUT_WSL="${1:?output png path (WSL path)}"
-URL="${2:-http://127.0.0.1:5173/?sample=1}"
-CHROME="/mnt/c/Program Files/Google/Chrome/Application/chrome.exe"
-mkdir -p "$(dirname "$OUT_WSL")"
-timeout 200 "$CHROME" --headless=new --no-sandbox --use-gl=angle --use-angle=swiftshader \
-  --enable-unsafe-swiftshader --enable-logging=stderr --v=0 --window-size=1600,1000 \
-  --timeout=45000 --screenshot="$(wslpath -w "$OUT_WSL")" "$URL"

scripts/diagnose-cast-in-place.mjs

@@ -0,0 +1,26 @@
+// Read-only diagnosis: concrete scene vs rebar paths for every pier/foundation combination.
+import { createServer } from 'vite';
+import { mkdir, writeFile } from 'node:fs/promises';
+const server = await createServer({ configFile: false, server: { middlewareMode: true, hmr: false, watch: null }, appType: 'custom' });
+try {
+  const { loadP1 } = await server.ssrLoadModule('/tests/helpers.ts');
+  const { buildPier } = await server.ssrLoadModule('/src/core/geometry.ts');
+  const { buildPierScene } = await server.ssrLoadModule('/src/view/scene.ts');
+  const { buildRebar3D } = await server.ssrLoadModule('/src/view/rebar3d.ts');
+  const { rebarSummary } = await server.ssrLoadModule('/src/core/rebar/summary.ts');
+  const result = [];
+  for (const [type, columnCount] of [['T형', 1], ['2주형', 2], ['3주형', 3]]) {
+    for (const foundationType of ['직접기초', '말뚝기초', '현장타설말뚝']) {
+      const model = buildPier({ ...loadP1(), type, columnCount, foundationType });
+      const record = { type, foundationType, columns: model.columns.length, footings: model.footings.length, piles: model.piles.length };
+      for (const [name, run] of Object.entries({ concrete: () => buildPierScene(model), rebar3d: () => buildRebar3D(model), summary: () => rebarSummary(model) })) {
+        try { run(); record[name] = { ok: true }; }
+        catch (error) { record[name] = { ok: false, message: error.message, stack: error.stack.split('\n').slice(0, 5) }; }
+      }
+      result.push(record);
+    }
+  }
+  await mkdir('.verify/cast-in-place-20261105', { recursive: true });
+  await writeFile('.verify/cast-in-place-20261105/diagnosis.json', JSON.stringify(result, null, 2));
+  console.table(result.map(({ type, foundationType, concrete, rebar3d, summary }) => ({ type, foundationType, concrete: concrete.ok, rebar3d: rebar3d.ok, summary: summary.ok })));
+} finally { await server.close(); }

scripts/diagnose-merge-drawing.mjs

@@ -0,0 +1,22 @@
+import { createServer } from 'vite';
+import { readFileSync } from 'node:fs';
+const server = await createServer({ server: { middlewareMode: true, hmr: false } });
+try {
+  const { buildPier } = await server.ssrLoadModule('/src/core/geometry.ts');
+  const { generateDrawing, DEFAULT_SETTINGS } = await server.ssrLoadModule('/도면작성/drawing.ts');
+  const {presentationEntities} = await server.ssrLoadModule('/도면작성/presentation.ts');
+  const {entityBox,viewCollisions,occupiedBounds} = await server.ssrLoadModule('/도면작성/occupancy.ts');
+  const {bearingDetail} = await server.ssrLoadModule('/도면작성/bearing-detail.ts');
+  const sample = JSON.parse(readFileSync('랜딩페이지/assets/samples/'+(process.argv[2]||'sample01.pzr.json'), 'utf8'));
+  const input = sample.piers[0].input;
+  const doc = generateDrawing(buildPier(input), input, sample.project, DEFAULT_SETTINGS);
+  console.log(JSON.stringify(doc.quality.issues.map(q => ({q, a:doc.views.find(v=>v.id===q.view)?.entities[q.first], b:doc.views.find(v=>v.id===q.view)?.entities[q.second]})), null, 2));
+  console.log(JSON.stringify(doc.views.map(v=>({id:v.id,scale:v.scale,slot:v.slot}))));
+  for(const q of doc.quality.issues.filter(q=>q.kind==='text-text'))console.log(JSON.stringify(presentationEntities(doc.views.find(v=>v.id===q.view)).filter(p=>p.entity.kind==='text'&&[q.first,q.second].includes(p.index)).map(p=>({entity:p.entity,box:entityBox(p.entity)}))));
+  for(const scale of [50,75,100,125,150,200,250,300]){
+    const {entities}=bearingDetail(buildPier(input),scale);
+    for(const e of entities){if(e.kind==='dimension')e.height=3*scale;if(e.kind==='text')e.height=Math.max(e.height,2.5*scale);}
+    const v={id:'detail',entities,scale},b=occupiedBounds(v);
+    console.log(JSON.stringify({scale,width:(b.maxX-b.minX)/scale,issues:viewCollisions(v).map(q=>({a:entities[q.first],b:entities[q.second]}))}));
+  }
+} finally { await server.close(); }

scripts/inspect-design-system-artifact.cjs

@@ -0,0 +1,52 @@
+// Read the user's linked artifact in an isolated browser profile, without changing its content.
+const fs = require('node:fs');
+const path = require('node:path');
+const out = path.resolve(__dirname, '../.verify/design-system-artifact-20261105');
+fs.mkdirSync(out, { recursive: true });
+async function inspect(target, name, screenshot) {
+  const ws = new WebSocket(target.webSocketDebuggerUrl);
+  await new Promise((resolve, reject) => { ws.onopen = resolve; ws.onerror = reject; });
+  let seq = 0;
+  const pending = new Map();
+  ws.onmessage = ({ data }) => {
+    const message = JSON.parse(data);
+    const wait = pending.get(message.id);
+    if (!wait) return;
+    clearTimeout(wait.timer); pending.delete(message.id);
+    if (message.error) wait.reject(new Error(JSON.stringify(message.error))); else wait.resolve(message.result);
+  };
+  const send = (method, params = {}) => new Promise((resolve, reject) => {
+    const id = ++seq;
+    const timer = setTimeout(() => { pending.delete(id); reject(new Error(`Timeout ${method}`)); }, 15000);
+    pending.set(id, { resolve, reject, timer });
+    ws.send(JSON.stringify({ id, method, params }));
+  });
+  try {
+    await send('Runtime.enable');
+    if (screenshot) {
+      await send('Page.enable');
+      await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
+      await new Promise((resolve) => setTimeout(resolve, 6000));
+    }
+    const text = await send('Runtime.evaluate', { expression: 'document.body.innerText', returnByValue: true });
+    const html = await send('Runtime.evaluate', { expression: 'document.documentElement.outerHTML', returnByValue: true });
+    const frames = await send('Runtime.evaluate', { expression: '[...document.querySelectorAll("iframe")].map(f=>({src:f.src,title:f.title,srcdocLength:f.srcdoc.length}))', returnByValue: true });
+    fs.writeFileSync(path.join(out, `${name}.txt`), text.result?.value || '');
+    fs.writeFileSync(path.join(out, `${name}.html`), html.result?.value || '');
+    fs.writeFileSync(path.join(out, `${name}-frames.json`), JSON.stringify(frames.result?.value, null, 2));
+    console.log(JSON.stringify({ name, title: target.title, url: target.url, text: (text.result?.value || '').slice(0, 10000), frames: frames.result?.value }));
+    if (screenshot) {
+      const shot = await send('Page.captureScreenshot', { format: 'png' });
+      fs.writeFileSync(path.join(out, 'overview.png'), Buffer.from(shot.data, 'base64'));
+    }
+  } finally { ws.close(); }
+}
+(async () => {
+  let targets = await (await fetch('http://127.0.0.1:9444/json')).json();
+  const page = targets.find((target) => target.type === 'page' && target.url.includes('9LPwY9MMugHfvF5auhpVW2'));
+  if (!page) throw new Error('Linked artifact page not found');
+  await inspect(page, 'page', true);
+  targets = await (await fetch('http://127.0.0.1:9444/json')).json();
+  let index = 0;
+  for (const target of targets.filter((target) => target.type === 'iframe')) await inspect(target, `frame-${++index}`, false);
+})().catch((error) => { console.error(error); process.exitCode = 1; });

scripts/inspect-unified-ui.cjs

@@ -0,0 +1,21 @@
+// Read focused-control and native-menu behaviour in the last verification tab.
+const fs = require('node:fs');
+const path = require('node:path');
+(async () => {
+  const pages = await (await fetch('http://127.0.0.1:9444/json/list')).json();
+  const page = pages.find(p=>p.url==='http://127.0.0.1:5173/');
+  const ws = new WebSocket(page.webSocketDebuggerUrl);
+  await new Promise(r=>ws.onopen=r);
+  let seq=0; const pending=new Map();
+  ws.onmessage=({data})=>{const m=JSON.parse(data);if(pending.has(m.id)){pending.get(m.id)(m.result);pending.delete(m.id);}};
+  const send=(method,params={})=>new Promise(r=>{const id=++seq;pending.set(id,r);ws.send(JSON.stringify({id,method,params}));});
+  const ev=async expression=>(await send('Runtime.evaluate',{expression,returnByValue:true})).result.value;
+  const inspect=`({open:document.getElementById('file-menu').open,active:document.activeElement.outerHTML,summaryTab:document.querySelector('#file-menu summary').tabIndex})`;
+  const result={before:await ev(inspect)};
+  await ev(`document.querySelector('#file-menu summary').focus()`);
+  await send('Input.dispatchKeyEvent',{type:'keyDown',key:'Enter',code:'Enter',text:'\r',windowsVirtualKeyCode:13});
+  await send('Input.dispatchKeyEvent',{type:'keyUp',key:'Enter',code:'Enter',windowsVirtualKeyCode:13});
+  result.after=await ev(inspect);
+  fs.writeFileSync(path.resolve(__dirname,'../.verify/unified-input-20261106/keyboard-diagnosis.json'),JSON.stringify(result,null,2));
+  console.log(result);ws.close();
+})().catch(e=>{console.error(e);process.exitCode=1;});

scripts/review-design-a.cjs

@@ -0,0 +1,49 @@
+// Read-only design sample capture, fresh isolated CDP target. Run via Windows Node.
+const fs=require('node:fs'), path=require('node:path');
+const root=path.resolve(__dirname,'..'),out=path.join(root,'.verify/impeccable-20261105/a-after');
+fs.mkdirSync(out,{recursive:true});
+// Preserve the first animation-timed sample before the one allowed corrective batch.
+if(fs.existsSync(path.join(out,'raw.json'))){const archive=path.join(out,'initial');fs.mkdirSync(archive,{recursive:true});for(const f of fs.readdirSync(out))if(/\.(png|json)$/.test(f))fs.copyFileSync(path.join(out,f),path.join(archive,f));}
+const report={started:new Date().toISOString(),views:[],errors:[]};
+const delay=ms=>new Promise(r=>setTimeout(r,ms));let ws;
+(async()=>{
+ const target=await(await fetch('http://127.0.0.1:9444/json/new?'+encodeURIComponent('http://127.0.0.1:5173/'),{method:'PUT'})).json();report.target=target.id;
+ ws=new WebSocket(target.webSocketDebuggerUrl);await new Promise((r,j)=>{ws.onopen=r;ws.onerror=j});
+ let id=0;const pending=new Map();ws.onmessage=({data})=>{const m=JSON.parse(data);if(m.id){const p=pending.get(m.id);if(p){pending.delete(m.id);clearTimeout(p.t);m.error?p.j(Error(JSON.stringify(m.error))):p.r(m.result)}}else if(m.method==='Runtime.exceptionThrown')report.errors.push(m.params)};
+ const send=(method,params={})=>new Promise((r,j)=>{const n=++id,t=setTimeout(()=>j(Error('Timeout '+method)),20000);pending.set(n,{r,j,t});ws.send(JSON.stringify({id:n,method,params}))});
+ const ev=async expression=>{const r=await send('Runtime.evaluate',{expression,awaitPromise:true,returnByValue:true});if(r.exceptionDetails)throw Error(JSON.stringify(r.exceptionDetails));return r.result.value};
+ const until=async(expression)=>{for(let n=0;n<100;n++){if(await ev(expression))return;await delay(200)}throw Error('Wait failed '+expression)};
+ const click=selector=>ev(`(()=>{const e=document.querySelector(${JSON.stringify(selector)});if(!e)throw Error('Missing ${selector}');e.click()})()`);
+ const cap=async name=>{await delay(600);fs.writeFileSync(path.join(out,name+'.png'),Buffer.from((await send('Page.captureScreenshot',{format:'png'})).data,'base64'));const facts=await ev(`({text:document.body.innerText,viewport:{width:innerWidth,height:innerHeight,scrollWidth:document.documentElement.scrollWidth,scrollHeight:document.documentElement.scrollHeight},controls:[...document.querySelectorAll('button,input,select,summary')].filter(e=>e.getBoundingClientRect().width&&e.getBoundingClientRect().height).map(e=>({tag:e.tagName,id:e.id,text:e.innerText||e.getAttribute('aria-label')||e.getAttribute('placeholder'),r:(()=>{const r=e.getBoundingClientRect();return{x:r.x,y:r.y,w:r.width,h:r.height}})(),font:getComputedStyle(e).fontSize}))})`);report.views.push({name,...facts});fs.writeFileSync(path.join(out,'raw.json'),JSON.stringify(report,null,2))};
+ await send('Page.enable');await send('Runtime.enable');await send('DOM.enable');
+ await send('Emulation.setDeviceMetricsOverride',{width:1600,height:1000,deviceScaleFactor:1,mobile:false});
+ await until(`!!document.querySelector('[data-card="excel"] button')`);await delay(2500);
+ await click('[data-card="excel"] button');
+ await ev(`document.getElementById('project-name').value='디자인 검토 A';document.getElementById('project-name').dispatchEvent(new Event('input',{bubbles:true}))`);
+ const doc=await send('DOM.getDocument'),node=await send('DOM.querySelector',{nodeId:doc.root.nodeId,selector:'#file'});
+ await send('DOM.setFileInputFiles',{nodeId:node.nodeId,files:[path.resolve(root,'../../RAG/운곡교P1입력.xlsx')]});
+ await until(`!document.getElementById('dlg-apply').disabled`);await cap('01-import-1600');
+ report.importBefore=await ev(`({scope:document.querySelector('#dlg-selected').textContent,preview:document.querySelector('#pv-abut')?.innerText,button:document.querySelector('#dlg-apply').textContent})`);
+ await click('#import-abut-A1');report.importDeselected=await ev(`({scope:document.querySelector('#dlg-selected').textContent,button:document.querySelector('#dlg-apply').textContent,preview:document.querySelector('#pv-abut')?.innerText})`);await click('#import-abut-A1');
+ await send('Emulation.setDeviceMetricsOverride',{width:1280,height:800,deviceScaleFactor:1,mobile:false});await cap('02-import-1280');
+ await click('#dlg-apply');await until(`!document.getElementById('import-dialog').open`);
+ await click('#nav-plan');await until(`[...document.querySelectorAll('#plan-pier-items button')].some(b=>b.textContent.includes('A1')&&b.textContent.includes('교대'))`);
+ await ev(`[...document.querySelectorAll('#plan-pier-items button')].find(b=>b.textContent.includes('A1')&&b.textContent.includes('교대')).click()`);await delay(4500);
+ await click('#nav-rebar');await until(`document.querySelectorAll('#rebar-tabs button').length===6`);
+ await send('Emulation.setDeviceMetricsOverride',{width:1600,height:1000,deviceScaleFactor:1,mobile:false});
+ if(await ev(`document.querySelector('#review-model-toggle').getAttribute('aria-expanded')==='false'`))await click('#review-model-toggle');
+ await ev(`document.querySelector('#review-model-height').value='240';document.querySelector('#review-model-height').dispatchEvent(new Event('input',{bubbles:true}))`);await cap('03-rebar-1600');
+ report.footTasks=await ev(`document.querySelector('#review-summary').textContent+' '+document.querySelector('#review-tasks').innerText`);
+ await send('Emulation.setDeviceMetricsOverride',{width:1280,height:800,deviceScaleFactor:1,mobile:false});await cap('04-rebar-1280');
+ await ev(`[...document.querySelectorAll('#rebar-tabs button')].find(b=>b.textContent.includes('날개벽')).click()`);
+ report.wingTasks=await ev(`document.querySelector('#review-summary').textContent+' '+document.querySelector('#review-tasks').innerText`);
+ await click('#review-tasks button');report.taskJump=await ev(`({focused:document.activeElement?.innerText,selected:document.querySelector('#rebar-table').innerText.includes('강조 중')})`);
+ await ev(`[...document.querySelectorAll('#rebar-tabs button')].find(b=>b.textContent.includes('확대기초')).click()`);
+ await ev(`document.querySelector('#review-model-height').value='180';document.querySelector('#review-model-height').dispatchEvent(new Event('input',{bubbles:true}))`);
+ await click('#review-inputs');report.inputJump=await ev(`({focused:document.activeElement?.id,scroll:document.querySelector('#review-workspace > .viewer').scrollTop})`);
+ await click('#review-model-toggle');await click('#review-table');
+ await ev(`document.querySelector('#view-rebar > .results').scrollTop=250`);await cap('05-collapsed-table-material-1280');
+ report.end=await ev(`({modelHidden:getComputedStyle(document.querySelector('#slot-rebar')).display,expanded:document.querySelector('#review-model-toggle').getAttribute('aria-expanded'),focused:document.activeElement.tagName,frames:[...document.querySelectorAll('#view-rebar > .panel,#review-workspace,#review-workspace > .viewer')].map(e=>({id:e.id,class:e.className,overflow:getComputedStyle(e).overflow,clientHeight:e.clientHeight,scrollHeight:e.scrollHeight,scrollTop:e.scrollTop}))})`);
+ report.finished=new Date().toISOString();fs.writeFileSync(path.join(out,'raw.json'),JSON.stringify(report,null,2));console.log(JSON.stringify(report));
+ await send('Page.close');ws.close();
+})().catch(e=>{report.failure=String(e.stack||e);fs.writeFileSync(path.join(out,'raw.json'),JSON.stringify(report,null,2));console.error(e);if(ws)ws.close();process.exitCode=1});

scripts/review-design-b.cjs

@@ -0,0 +1,52 @@
+// Independent design evidence: only the newly created Chrome tab is modified.
+const fs = require('node:fs');
+const path = require('node:path');
+const [input, out] = process.argv.slice(2);
+const report = { views: [], console: [], exceptions: [], started: new Date().toISOString() };
+const sleep = ms => new Promise(r => setTimeout(r, ms));
+let ws;
+async function main() {
+ const target = await (await fetch('http://127.0.0.1:9444/json/new?http://127.0.0.1:5173/', { method: 'PUT' })).json();
+ report.targetId = target.id;
+ ws = new WebSocket(target.webSocketDebuggerUrl);
+ await new Promise((r,j) => {ws.onopen=r; ws.onerror=j;});
+ let next=0; const pending=new Map();
+ ws.onmessage=({data})=> {const m=JSON.parse(data); if(m.id){const p=pending.get(m.id);if(p){clearTimeout(p.t);pending.delete(m.id);m.error?p.j(m.error):p.r(m.result);}} else if(m.method==='Runtime.consoleAPICalled')report.console.push({type:m.params.type,args:m.params.args.map(x=>x.value??x.description)});else if(m.method==='Runtime.exceptionThrown')report.exceptions.push(m.params.exceptionDetails);};
+ const send=(method,params={})=>new Promise((r,j)=>{const id=++next;const t=setTimeout(()=>j(new Error(method+' timeout')),20000);pending.set(id,{r,j,t});ws.send(JSON.stringify({id,method,params}));});
+ const ev=async expression=>{const r=await send('Runtime.evaluate',{expression,returnByValue:true,awaitPromise:true});if(r.exceptionDetails)throw new Error(r.exceptionDetails.text);return r.result.value;};
+ const until=async e=>{for(let n=0;n<100;n++){if(await ev(e))return;await sleep(150);}throw new Error('Missing state '+e);};
+ const click=async e=>ev(`(()=>{const n=${e};if(!n||n.disabled)throw new Error('Missing/disabled click');n.click();return true;})()`);
+ await send('Runtime.enable'); await send('Page.enable'); await send('DOM.enable');
+ await send('Emulation.setDeviceMetricsOverride',{width:1600,height:1000,deviceScaleFactor:1,mobile:false});
+ await until(`typeof window.loadBytesToApp==='function'`);
+ report.injectionPreflight=await ev(`(()=>{document.title='[Human] Design evidence B';let s=document.createElement('script');s.textContent='window.__designBMutation=true';document.head.append(s);return window.__designBMutation===true;})()`);
+ const measure=async name=>{
+  if(process.env.OVERLAY_URL) report.overlayInjection=await ev(`new Promise(resolve=>{document.title='[Human] Design evidence B';scrollTo(0,0);const s=document.createElement('script');s.src=${JSON.stringify(process.env.OVERLAY_URL)};s.onload=()=>setTimeout(()=>resolve({loaded:true}),2600);s.onerror=()=>resolve({loaded:false});document.head.append(s);})`);
+  await sleep(350);
+  const facts=await ev(`(()=>{const visible=e=>{const r=e.getBoundingClientRect();return r.width>0&&r.height>0&&getComputedStyle(e).visibility!=='hidden'};const rect=e=>{const r=e.getBoundingClientRect();return {x:r.x,y:r.y,width:r.width,height:r.height,right:r.right,bottom:r.bottom}};const controls=[...document.querySelectorAll('button,input,select,textarea')].filter(visible);const fields=controls.filter(e=>/INPUT|SELECT|TEXTAREA/.test(e.tagName));const named=e=>!!(e.labels?.length||e.getAttribute('aria-label')||e.getAttribute('aria-labelledby')||e.title);return {viewport:{w:innerWidth,h:innerHeight},doc:{w:document.documentElement.scrollWidth,h:document.documentElement.scrollHeight},text:document.body.innerText,controls:controls.map(e=>({tag:e.tagName,id:e.id,text:(e.innerText||e.getAttribute('aria-label')||e.value||'').slice(0,90),...rect(e),font:getComputedStyle(e).fontSize,disabled:e.disabled})),unnamedFields:fields.filter(e=>!named(e)).map(e=>({id:e.id,type:e.type,...rect(e)})),overflow:[...document.querySelectorAll('body *')].filter(visible).filter(e=>e.scrollWidth>e.clientWidth+2&&e.clientWidth>0).map(e=>({tag:e.tagName,id:e.id,cls:e.className,client:e.clientWidth,scroll:e.scrollWidth,overflowX:getComputedStyle(e).overflowX,...rect(e)})).slice(0,40),active:{id:document.activeElement.id,tag:document.activeElement.tagName},dialogs:[...document.querySelectorAll('dialog[open]')].map(rect)};})()`);
+  facts.name=name;report.views.push(facts);
+  const shot=await send('Page.captureScreenshot',{format:'png'});fs.writeFileSync(path.join(out,name+'.png'),Buffer.from(shot.data,'base64'));
+ };
+ await measure('01-landing-desktop');
+ await click(`document.querySelector('[data-card="excel"] button')`);
+ await ev(`document.getElementById('project-name').value='디자인 독립 검증 B'`);
+ const doc=await send('DOM.getDocument');const file=await send('DOM.querySelector',{nodeId:doc.root.nodeId,selector:'#file'});
+ await send('DOM.setFileInputFiles',{nodeId:file.nodeId,files:[input]});
+ await until(`!document.getElementById('dlg-apply').disabled`);
+ await measure('02-import-desktop');
+ await click(`document.getElementById('dlg-apply')`);
+ await click(`document.getElementById('nav-plan')`);
+ await click(`[...document.querySelectorAll('#plan-pier-items button')].find(b=>b.textContent.includes('교대')&&b.textContent.includes('A1'))`);
+ await measure('03-A1-plan-desktop');
+ await click(`document.getElementById('nav-rebar')`);
+ await click(`[...document.querySelectorAll('#rebar-pier-items button')].find(b=>b.textContent.includes('교대')&&b.textContent.includes('A1'))`);
+ await until(`document.querySelectorAll('#rebar-tabs button').length===6`);
+ await click(`[...document.querySelectorAll('#rebar-tabs button')].find(b=>b.textContent.startsWith('벽체'))`);
+ await measure('04-A1-rebar-desktop');
+ await send('Emulation.setDeviceMetricsOverride',{width:1280,height:800,deviceScaleFactor:1,mobile:false});
+ await measure('05-A1-rebar-laptop');
+ await send('Input.dispatchKeyEvent',{type:'keyDown',key:'Tab',code:'Tab',windowsVirtualKeyCode:9});await send('Input.dispatchKeyEvent',{type:'keyUp',key:'Tab',code:'Tab',windowsVirtualKeyCode:9});
+ report.keyboardFocus=await ev(`(()=>{const e=document.activeElement;const s=getComputedStyle(e);return {tag:e.tagName,id:e.id,text:e.innerText?.slice(0,80),outline:s.outline,focusVisible:e.matches(':focus-visible')}})()`);
+ report.result='COMPLETE';
+}
+fs.mkdirSync(out,{recursive:true});main().catch(e=>{report.result='PARTIAL';report.failure=e.stack;process.exitCode=1;}).finally(()=>{report.finished=new Date().toISOString();fs.writeFileSync(path.join(out,'browser.json'),JSON.stringify(report,null,2));console.log(JSON.stringify({result:report.result,views:report.views.length,failure:report.failure}));ws?.close();});

scripts/verify-abut-names.cjs

@@ -0,0 +1,166 @@
+// Build non-destructive fixtures and verify full-name identity and error disclosure via CDP.
+// Run with Windows Node while the local app and a dedicated Chrome CDP port 9444 are running.
+const fs = require('node:fs');
+const path = require('node:path');
+const assert = require('node:assert/strict');
+const XLSX = require('xlsx');
+const root = path.resolve(__dirname, '..');
+const out = path.join(root, '.verify', 'abut-names-20261105');
+const report = { checks: [], errors: [], started: new Date().toISOString() };
+const delay = (ms) => new Promise((resolve) => setTimeout(resolve, ms));
+fs.mkdirSync(out, { recursive: true });
+const base = XLSX.readFile(path.resolve(root, '../../RAG/운곡교P1입력.xlsx'));
+const blocks = { info: [], ips: [], bearings: [] };
+for (const sheet of base.SheetNames) {
+  const rows = XLSX.utils.sheet_to_json(base.Sheets[sheet], { header: 1, defval: null });
+  for (let h = 0; h < rows.length; h++) {
+    if (rows[h][0] !== '교대명') continue;
+    const kind = ({ 형식: 'info', IP점: 'ips', 받침번호: 'bearings' })[rows[h][1]];
+    if (!kind) continue;
+    let name;
+    for (let i = h + 1; i < rows.length && rows[i][1] != null && rows[i][1] !== ''; i++) {
+      name = rows[i][0] || name;
+      if (name === 'A1') blocks[kind].push(['A2-완도', ...rows[i].slice(1)]);
+    }
+  }
+  for (const row of rows) if (row[0] === 'A1') row[0] = 'A1-완도';
+  base.Sheets[sheet] = XLSX.utils.aoa_to_sheet(rows);
+}
+assert.equal(blocks.info.length, 1);
+blocks.info[0][1] = 'A2';
+XLSX.utils.book_append_sheet(base, XLSX.utils.aoa_to_sheet([
+  ['교대명', '형식'], ...blocks.info, [],
+  ['교대명', 'IP점'], ...blocks.ips, [],
+  ['교대명', '받침번호'], ...blocks.bearings,
+]), '종점교대');
+const validFile = path.join(out, 'full-names.xlsx');
+XLSX.writeFile(base, validFile);
+const bad = XLSX.readFile(validFile);
+for (const sheet of bad.SheetNames) {
+  const rows = XLSX.utils.sheet_to_json(bad.Sheets[sheet], { header: 1, defval: null });
+  for (const row of rows) if (row[0] === 'A1-완도' && row[1] === 'A1') row[1] = 'A3';
+  bad.Sheets[sheet] = XLSX.utils.aoa_to_sheet(rows);
+}
+const badFile = path.join(out, 'invalid-type.xlsx');
+XLSX.writeFile(bad, badFile);
+let ws;
+let send;
+async function main() {
+  const target = await (await fetch('http://127.0.0.1:9444/json/new?about:blank', { method: 'PUT' })).json();
+  ws = new WebSocket(target.webSocketDebuggerUrl);
+  await new Promise((resolve, reject) => { ws.onopen = resolve; ws.onerror = reject; });
+  let seq = 0;
+  let loaded;
+  let downloadGuid;
+  const done = new Set();
+  const pending = new Map();
+  send = (method, params = {}) => new Promise((resolve, reject) => {
+    const id = ++seq;
+    const timer = setTimeout(() => { pending.delete(id); reject(new Error(`CDP timeout ${method}`)); }, 20000);
+    pending.set(id, { resolve, reject, timer });
+    ws.send(JSON.stringify({ id, method, params }));
+  });
+  ws.onmessage = ({ data }) => {
+    const msg = JSON.parse(data);
+    if (msg.id) {
+      const wait = pending.get(msg.id); if (!wait) return;
+      clearTimeout(wait.timer); pending.delete(msg.id);
+      if (msg.error) wait.reject(new Error(JSON.stringify(msg.error))); else wait.resolve(msg.result);
+    } else if (msg.method === 'Page.loadEventFired') loaded?.();
+    else if (msg.method === 'Runtime.exceptionThrown') report.errors.push(msg.params.exceptionDetails.exception?.description || msg.params.exceptionDetails.text);
+    else if (msg.method === 'Runtime.consoleAPICalled' && msg.params.type === 'error') report.errors.push(msg.params.args.map((a) => a.value ?? a.description).join(' '));
+    else if (msg.method === 'Browser.downloadWillBegin') downloadGuid = msg.params.guid;
+    else if (msg.method === 'Browser.downloadProgress' && msg.params.state === 'completed') done.add(msg.params.guid);
+  };
+  const ev = async (expression) => {
+    const r = await send('Runtime.evaluate', { expression, awaitPromise: true, returnByValue: true });
+    if (r.exceptionDetails) throw new Error(r.exceptionDetails.exception?.description || r.exceptionDetails.text);
+    return r.result.value;
+  };
+  const until = async (expression) => {
+    for (let i = 0; i < 100; i++) { if (await ev(expression)) return; await delay(150); }
+    throw new Error(`Timeout: ${expression}`);
+  };
+  const click = (expression) => ev(`(() => { const e = ${expression}; if (!e || e.disabled) throw new Error('Missing/disabled target'); e.click(); })()`);
+  const check = (name, condition) => { assert.ok(condition, name); report.checks.push(name); console.log('PASS', name); };
+  const shot = async (name) => {
+    await delay(250);
+    const r = await send('Page.captureScreenshot', { format: 'png' });
+    fs.writeFileSync(path.join(out, `${name}.png`), Buffer.from(r.data, 'base64'));
+  };
+  const file = async (selector, name) => {
+    const doc = await send('DOM.getDocument');
+    const node = await send('DOM.querySelector', { nodeId: doc.root.nodeId, selector });
+    await send('DOM.setFileInputFiles', { nodeId: node.nodeId, files: [name] });
+  };
+  const navigate = async () => {
+    let timer;
+    const load = new Promise((resolve, reject) => { loaded = resolve; timer = setTimeout(() => reject(new Error('Load timeout')), 20000); });
+    await send('Page.navigate', { url: 'http://127.0.0.1:5173/' });
+    try { await load; } finally { clearTimeout(timer); loaded = undefined; }
+    await until(`typeof window.loadBytesToApp === 'function' && !!document.querySelector('[data-card="excel"] button')`);
+  };
+  const select = (name) => click(`[...document.querySelectorAll('#rebar-pier-items button')].find(b => b.textContent.includes(${JSON.stringify(name)}) && b.textContent.includes('교대'))`);
+  await send('Page.enable'); await send('Runtime.enable'); await send('DOM.enable');
+  await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
+  const downloads = 'C:\\Users\\User\\AppData\\Local\\Temp\\pierzainer-abut-name-20261105\\downloads';
+  await send('Browser.setDownloadBehavior', { behavior: 'allowAndName', downloadPath: downloads, eventsEnabled: true });
+  await navigate();
+  await click(`document.querySelector('[data-card="excel"] button')`);
+  await ev(`document.getElementById('project-name').value = '복합 교대명 검증'; document.getElementById('project-name').dispatchEvent(new Event('input'));`);
+  await file('#file', validFile);
+  await until(`document.getElementById('dlg-apply').textContent.includes('교대 2기')`);
+  check('both full names recognized without cascade errors', await ev(`document.getElementById('pv-abuts').textContent.includes('A1-완도') && document.getElementById('pv-abuts').textContent.includes('A2-완도') && !document.querySelector('#sheets .bad')`));
+  check('full-name checkboxes stay distinct', await ev(`document.getElementById('import-abut-A1-완도').checked && document.getElementById('import-abut-A2-완도').checked`));
+  await shot('01-full-names-import');
+  await click(`document.getElementById('dlg-apply')`);
+  await click(`document.getElementById('nav-rebar')`);
+  await select('A1-완도');
+  check('full name selects the start abutment', await ev(`document.getElementById('rebar-note').textContent.startsWith('A1-완도') && document.querySelectorAll('#rebar-tabs button').length === 6`));
+  await select('A2-완도');
+  check('full name selects the end abutment independently', await ev(`document.getElementById('rebar-note').textContent.startsWith('A2-완도')`));
+  const order = await ev(`[...document.querySelectorAll('#rebar-pier-items button')].map(b => b.textContent)`);
+  check('type-based order is preserved', order[0].includes('A1-완도') && order[1].includes('P1') && order[2].includes('A2-완도'));
+  await shot('02-independent-abutments');
+  await click(`document.getElementById('save-project')`);
+  await until(`document.getElementById('save-dialog').open`);
+  await click(`document.getElementById('sv-save')`);
+  for (let i = 0; i < 100 && !(downloadGuid && done.has(downloadGuid)); i++) await delay(150);
+  assert.ok(downloadGuid && done.has(downloadGuid), 'actual download completes');
+  const text = fs.readFileSync(path.join(downloads, downloadGuid), 'utf8');
+  const project = JSON.parse(text);
+  const expectedNames = ['A1-완도', 'A2-완도'];
+  assert.deepEqual(project.abutments.map((a) => a.name), expectedNames);
+  assert.deepEqual(project.abutDefaults.map((a) => a.name), expectedNames);
+  report.checks.push('actual download preserves both names and defaults');
+  const saved = path.join(out, 'full-names.pzr.json'); fs.writeFileSync(saved, text);
+  await navigate();
+  await ev('window.openSampleProject()');
+  await click(`document.getElementById('open-project')`);
+  await file('#project-file', saved);
+  await until(`document.querySelector('#toast-host').textContent.includes('열었습니다')`);
+  await click(`document.getElementById('nav-rebar')`);
+  await select('A1-완도'); await select('A2-완도');
+  check('fresh reopen regenerates full-name abutments', await ev(`document.getElementById('save-status').textContent === '저장됨' && document.getElementById('rebar-note').textContent.startsWith('A2-완도')`));
+  await shot('03-reopened');
+  await click(`document.getElementById('open-import')`);
+  await file('#file', badFile);
+  await until(`document.getElementById('dlg-apply').textContent.includes('교대 1기') && !!document.querySelector('#sheets details')`);
+  check('one bad definition does not disable another name', await ev(`document.getElementById('import-abut-A2-완도').checked && !document.getElementById('import-abut-A2-완도').disabled`));
+  check('dependent rows are collapsed under the root', await ev(`document.querySelectorAll('#sheets details').length === 1 && !document.querySelector('#sheets details').open && document.querySelector('#sheets details summary').textContent.includes('8개 행') && document.querySelectorAll('#sheets details p').length === 8`));
+  await shot('04-root-error-collapsed');
+  await click(`document.querySelector('#sheets details summary')`);
+  check('dependent rows remain available for diagnosis', await ev(`document.querySelector('#sheets details').open && document.querySelector('#sheets details').textContent.includes('IP') && document.querySelector('#sheets details').textContent.includes('받침')`));
+  await shot('05-related-rows');
+  check('no browser runtime errors', report.errors.length === 0);
+  report.result = 'PASS';
+}
+main().catch((error) => { report.result = 'FAIL'; report.failure = error.stack; process.exitCode = 1; }).finally(async () => {
+  if (report.result === 'FAIL' && send) {
+    try { const shot = await send('Page.captureScreenshot', { format: 'png' }); fs.writeFileSync(path.join(out, 'failure.png'), Buffer.from(shot.data, 'base64')); } catch { /* Keep the original error. */ }
+  }
+  report.finished = new Date().toISOString(); fs.writeFileSync(path.join(out, 'report.json'), JSON.stringify(report, null, 2));
+  console.log(JSON.stringify({ result: report.result, checks: report.checks.length, errors: report.errors, failure: report.failure }));
+  if (send) { try { await send('Page.close'); } catch { /* The tab may already be closed. */ } }
+  ws?.close();
+});

scripts/verify-abut-only.cjs

@@ -0,0 +1,76 @@
+// 교대만 가져오기 (2026-11-06): CDP 9444 Chrome + Vite 5173. Imports the sample workbook with P1 unchecked and A1 only,
+// then walks ① ② ③, and checks for runtime exceptions; screenshots go to .verify/abut-only-20261106.
+const fs = require('node:fs'), path = require('node:path'), assert = require('node:assert/strict');
+const out = path.resolve(__dirname, '../.verify/abut-only-20261106');
+fs.mkdirSync(out, { recursive: true });
+const report = { checks: [], errors: [], console: [] };
+const delay = ms => new Promise(r => setTimeout(r, ms));
+(async () => {
+  const target = await (await fetch('http://127.0.0.1:9444/json/new?about:blank', { method: 'PUT' })).json();
+  const ws = new WebSocket(target.webSocketDebuggerUrl);
+  await new Promise((r, j) => { ws.onopen = r; ws.onerror = j; });
+  let seq = 0; const pending = new Map();
+  ws.onmessage = ({ data }) => {
+    const m = JSON.parse(data), p = pending.get(m.id);
+    if (p) { pending.delete(m.id); m.error ? p.reject(new Error(JSON.stringify(m.error))) : p.resolve(m.result); }
+    if (m.method === 'Runtime.exceptionThrown') report.errors.push(m.params.exceptionDetails.exception?.description || m.params.exceptionDetails.text);
+    if (m.method === 'Runtime.consoleAPICalled' && m.params.type === 'error') report.console.push(m.params.args.map(a => a.value ?? a.description).join(' '));
+  };
+  const send = (method, params = {}) => new Promise((resolve, reject) => { const id = ++seq; pending.set(id, { resolve, reject }); ws.send(JSON.stringify({ id, method, params })); });
+  const ev = async expression => {
+    const r = await send('Runtime.evaluate', { expression, awaitPromise: true, returnByValue: true });
+    if (r.exceptionDetails) throw new Error(r.exceptionDetails.exception?.description || r.exceptionDetails.text);
+    return r.result.value;
+  };
+  const until = async expr => { for (let i = 0; i < 100; i++) { if (await ev(expr)) return; await delay(150); } throw new Error(`Wait failed: ${expr}`); };
+  const click = expr => ev(`(() => { const e = ${expr}; if (!e || e.disabled) throw new Error('Missing/disabled: ' + ${JSON.stringify(expr)}); e.click(); })()`);
+  const check = (name, pass) => { assert.ok(pass, name); report.checks.push(name); console.log('PASS', name); };
+  const shot = async name => { await delay(400); const r = await send('Page.captureScreenshot', { format: 'png' }); fs.writeFileSync(path.join(out, name + '.png'), Buffer.from(r.data, 'base64')); };
+  try {
+    await send('Page.enable'); await send('Runtime.enable');
+    await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
+    await send('Page.navigate', { url: 'http://127.0.0.1:5173/' });
+    await until(`typeof window.loadBytesToApp === 'function'`);
+    await ev(`(async () => { const b = await (await fetch('/samples/' + encodeURIComponent('운곡교P1입력.xlsx'))).arrayBuffer(); window.loadBytesToApp(new Uint8Array(b), '운곡교P1입력.xlsx'); })()`);
+    await until(`!!document.getElementById('import-abut-A1')`);
+    // Uncheck every pier, keep A1.
+    await ev(`(() => { for (const c of document.querySelectorAll('input[data-import-kind="pier"]')) if (c.checked) { c.checked = false; c.dispatchEvent(new Event('change', { bubbles: true })); } })()`);
+    await ev(`(() => { const c = document.getElementById('import-abut-A1'); if (!c.checked) { c.checked = true; c.dispatchEvent(new Event('change', { bubbles: true })); } })()`);
+    await ev(`(() => { const e = document.getElementById('project-name'); e.value = '교대만 검증'; e.dispatchEvent(new Event('input', { bubbles: true })); })()`);
+    const label = await ev(`document.getElementById('dlg-apply').textContent`);
+    check(`apply button allows A1 only: "${label}"`, !(await ev(`document.getElementById('dlg-apply').disabled`)) && label.includes('교각 0기 + 교대 1기'));
+    check('dialog note says abutments only', (await ev(`document.getElementById('dlg-selected').textContent`)).includes('교대만 가져옵니다'));
+    await click(`document.getElementById('dlg-apply')`);
+    await until(`!document.querySelector('.app').hidden`);
+    await shot('1-shape');
+    check('① list shows A1', (await ev(`document.body.innerText`)).includes('A1 · A1 교대'));
+    // WebGL canvases cannot be read back without preserveDrawingBuffer: the 3D view is judged on the screenshots.
+    for (const [nav, name] of [['nav-plan', '2-plan'], ['nav-rebar', '3-rebar'], ['nav-shape', '4-shape-again']]) {
+      await click(`document.getElementById('${nav}')`);
+      await shot(name);
+      // Pick the abutment in the visible list of this stage, when there is one.
+      await ev(`(() => { const b = [...document.querySelectorAll('main:not([hidden]) button')].find(x => x.textContent.startsWith('A1 ·')); if (b) b.click(); })()`);
+      await shot(name + '-A1');
+    }
+    check('no runtime exceptions (교대만)', report.errors.length === 0);
+    // Regression: P1 + A1 together still import, and P1 front-row solplates pair with A1.
+    await send('Page.navigate', { url: 'http://127.0.0.1:5173/' });
+    await until(`typeof window.loadBytesToApp === 'function'`);
+    await ev(`(async () => { const b = await (await fetch('/samples/' + encodeURIComponent('운곡교P1입력.xlsx'))).arrayBuffer(); window.loadBytesToApp(new Uint8Array(b), '운곡교P1입력.xlsx'); })()`);
+    await until(`!!document.getElementById('import-abut-A1')`);
+    await ev(`(() => { const e = document.getElementById('project-name'); e.value = '교각+교대 검증'; e.dispatchEvent(new Event('input', { bubbles: true })); })()`);
+    check('P1 + A1 apply label', (await ev(`document.getElementById('dlg-apply').textContent`)).includes('교각 1기 + 교대 1기'));
+    await click(`document.getElementById('dlg-apply')`);
+    await until(`!document.querySelector('.app').hidden`);
+    await click(`document.getElementById('nav-plan')`);
+    await shot('5-pier-plan');
+    check('no runtime exceptions (교각 + 교대)', report.errors.length === 0);
+  } catch (err) {
+    report.failure = String(err && err.stack || err);
+    console.error(report.failure);
+  } finally {
+    fs.writeFileSync(path.join(out, 'report.json'), JSON.stringify(report, null, 2));
+    console.log(JSON.stringify({ checks: report.checks.length, errors: report.errors, console: report.console.slice(0, 5), failure: report.failure }, null, 2));
+    ws.close();
+  }
+})();

scripts/verify-abut-wall.cjs

@@ -0,0 +1,90 @@
+// ③ 교대 벽체 카드 화면 확인 (2026-11-04): 헤드리스 Chrome(CDP)으로 입력 파일을 불러와 A1 → ③ → 벽체를 열고 스크린샷을 남긴다.
+// 사용 (WSL Node ≥ 22, 개발 서버 실행 중):
+//   chrome-headless-shell --headless --remote-debugging-port=9444 &   (~/.cache/ms-playwright/chromium_headless_shell-*/)
+//   node scripts/verify-abut-wall.cjs <input.xlsx> <out dir>
+const fs = require('fs');
+const path = require('path');
+
+const APP_URL = process.env.APP_URL || 'http://127.0.0.1:5173/';
+const CDP = process.env.CDP || 'http://127.0.0.1:9444';
+const [INPUT_FILE, OUT_DIR] = process.argv.slice(2);
+if (!INPUT_FILE || !OUT_DIR) throw new Error('INPUT_FILE and OUT_DIR are required');
+const sleep = (ms) => new Promise((r) => setTimeout(r, ms));
+
+async function main() {
+  const targets = await (await fetch(`${CDP}/json`)).json();
+  const page = targets.find((t) => t.type === 'page');
+  const ws = new WebSocket(page.webSocketDebuggerUrl);
+  await new Promise((res, rej) => ((ws.onopen = res), (ws.onerror = rej)));
+  let seq = 0;
+  const waiting = new Map();
+  const consoleEvents = [];
+  ws.onmessage = (ev) => {
+    const m = JSON.parse(ev.data);
+    if (m.id && waiting.has(m.id)) {
+      waiting.get(m.id)(m);
+      waiting.delete(m.id);
+    } else if (m.method === 'Runtime.exceptionThrown') consoleEvents.push(`exception: ${m.params.exceptionDetails.exception?.description || m.params.exceptionDetails.text}`);
+    else if (m.method === 'Runtime.consoleAPICalled' && m.params.type === 'error') consoleEvents.push(`console.error: ${m.params.args.map((a) => a.value ?? a.description ?? '').join(' ')}`);
+  };
+  const send = (method, params = {}) => new Promise((res) => { const id = ++seq; waiting.set(id, res); ws.send(JSON.stringify({ id, method, params })); });
+  const evalJs = async (expression) => {
+    const r = await send('Runtime.evaluate', { expression, awaitPromise: true, returnByValue: true });
+    if (r.result.exceptionDetails) throw new Error(JSON.stringify(r.result.exceptionDetails).slice(0, 400));
+    return r.result.result.value;
+  };
+  const shot = async (name, full = false) => {
+    const params = { format: 'png' };
+    if (full) {
+      const m = await send('Page.getLayoutMetrics');
+      params.clip = { x: 0, y: 0, width: 1600, height: Math.min(m.result.cssContentSize.height, 6000), scale: 1 };
+      params.captureBeyondViewport = true;
+    }
+    const r = await send('Page.captureScreenshot', params);
+    fs.writeFileSync(path.join(OUT_DIR, name), Buffer.from(r.result.data, 'base64'));
+    console.log(`SHOT ${name}`);
+  };
+  const click = (js) => evalJs(`(() => { const e = ${js}; if (!e) throw new Error('없음: ${js.replace(/'/g, '')}'); e.click(); return true; })()`);
+
+  await send('Page.enable');
+  await send('Runtime.enable');
+  await send('DOM.enable');
+  await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
+  await send('Page.navigate', { url: APP_URL });
+  await sleep(4000);
+  await click(`document.getElementById('open-import')`);
+  await sleep(500);
+  const doc = await send('DOM.getDocument', { depth: -1 });
+  const q = await send('DOM.querySelector', { nodeId: doc.result.root.nodeId, selector: '#file' });
+  await send('DOM.setFileInputFiles', { nodeId: q.result.nodeId, files: [INPUT_FILE] });
+  await sleep(3000);
+  await click(`document.getElementById('dlg-apply')`);
+  await sleep(2500);
+  await click(`document.getElementById('nav-rebar')`);
+  await sleep(1500);
+  await click(`[...document.querySelectorAll('#rebar-pier-items button')].find((b) => b.textContent.includes('교대'))`);
+  await sleep(2000);
+  await click(`[...document.querySelectorAll('#rebar-tabs button')].find((b) => b.textContent.startsWith('벽체'))`);
+  await sleep(2000);
+  console.log('STATUS', await evalJs(`document.getElementById('step3-status').textContent`));
+  console.log('TABS', await evalJs(`[...document.querySelectorAll('#rebar-tabs button')].map((b) => b.textContent).join(' | ')`));
+  console.log('NOTE', await evalJs(`document.getElementById('rebar-note').textContent`));
+  console.log('ROWS', await evalJs(`[...document.querySelectorAll('#rebar-table table.rebar-table tbody tr')].filter((r) => r.cells.length > 2).map((r) => [r.cells[2].textContent, r.cells[7].textContent, r.cells[8].textContent].join(' ')).join(' | ')`));
+  console.log('ISSUES', await evalJs(`document.getElementById('rebar-issues').innerText.replace(/\\n+/g, ' / ')`));
+  console.log('BARS3D', await evalJs(`document.querySelectorAll('canvas').length`));
+  await shot('wall-1-section.png', true);
+  await click(`[...document.querySelectorAll('.abut-optt')].find((b) => b.textContent.startsWith('교대축 단면'))`);
+  await sleep(1200);
+  await shot('wall-2-elevation.png', true);
+  // W9 행 선택 → 선택만 보기.
+  await click(`[...document.querySelectorAll('#rebar-table table.rebar-table tbody tr')].find((r) => r.cells[2] && r.cells[2].textContent === 'W9')`);
+  await sleep(800);
+  await click(`[...document.querySelectorAll('#rebar-table .rebar-select button')].find((b) => b.textContent === '선택만 보기')`);
+  await sleep(1500);
+  console.log('SELECTED', await evalJs(`document.querySelector('#rebar-table .rebar-select span').textContent`));
+  await shot('wall-3-w9-only.png');
+  console.log(`CONSOLE_EVENTS ${consoleEvents.length}`);
+  for (const e of consoleEvents) console.log(`  ${e}`);
+  ws.close();
+}
+main().catch((e) => { console.error('FAILED', e); process.exit(1); });

scripts/verify-abut-workflow.cjs

@@ -0,0 +1,241 @@
+// Verify A1's six rebar cards, rendered views, edits and project round trip via CDP.
+// Run with Windows Node when CDP is served by Windows Chrome:
+// node scripts/verify-abut-workflow.cjs <input.xlsx> <output-directory> <download-directory>
+const fs = require('node:fs');
+const path = require('node:path');
+const assert = require('node:assert/strict');
+
+const [input, out, downloads, mode] = process.argv.slice(2);
+if (!input || !out || !downloads) throw new Error('input, output and download directories are required');
+const base = process.env.CDP || 'http://127.0.0.1:9444';
+const url = process.env.APP_URL || 'http://127.0.0.1:5173/';
+const report = mode === '--resume'
+  ? JSON.parse(fs.readFileSync(path.join(out, 'report.json'), 'utf8'))
+  : { input, url, started: new Date().toISOString(), cards: [], errors: [], checks: [] };
+const delay = (ms) => new Promise((resolve) => setTimeout(resolve, ms));
+fs.mkdirSync(out, { recursive: true });
+let ws;
+
+async function main() {
+  console.log('Connecting to Chrome', base);
+  const targets = await (await fetch(`${base}/json`, { signal: AbortSignal.timeout(10000) })).json();
+  const target = targets.find((t) => t.type === 'page');
+  assert.ok(target, 'Chrome page target');
+  ws = new WebSocket(target.webSocketDebuggerUrl);
+  await new Promise((resolve, reject) => { ws.onopen = resolve; ws.onerror = reject; });
+  let next = 0;
+  const pending = new Map();
+  const completed = new Set();
+  let downloadGuid;
+  let loaded;
+  ws.onmessage = ({ data }) => {
+    const message = JSON.parse(data);
+    if (message.id) {
+      const waiter = pending.get(message.id);
+      if (!waiter) return;
+      clearTimeout(waiter.timer);
+      pending.delete(message.id);
+      if (message.error) waiter.reject(new Error(JSON.stringify(message.error)));
+      else waiter.resolve(message.result);
+    } else if (message.method === 'Page.loadEventFired') loaded?.();
+    else if (message.method === 'Runtime.exceptionThrown') {
+      report.errors.push(message.params.exceptionDetails.exception?.description || message.params.exceptionDetails.text);
+    } else if (message.method === 'Runtime.consoleAPICalled' && message.params.type === 'error') {
+      report.errors.push(message.params.args.map((v) => v.value ?? v.description ?? '').join(' '));
+    } else if (message.method === 'Browser.downloadWillBegin') downloadGuid = message.params.guid;
+    else if (message.method === 'Browser.downloadProgress' && message.params.state === 'completed') completed.add(message.params.guid);
+  };
+  const send = (method, params = {}) => new Promise((resolve, reject) => {
+    const id = ++next;
+    const timer = setTimeout(() => { pending.delete(id); reject(new Error(`CDP timeout: ${method}`)); }, 20000);
+    pending.set(id, { resolve, reject, timer });
+    ws.send(JSON.stringify({ id, method, params }));
+  });
+  const evaluate = async (expression) => {
+    const result = await send('Runtime.evaluate', { expression, awaitPromise: true, returnByValue: true });
+    if (result.exceptionDetails) throw new Error(result.exceptionDetails.exception?.description || result.exceptionDetails.text);
+    return result.result.value;
+  };
+  const navigate = async () => {
+    let timer;
+    const event = new Promise((resolve, reject) => {
+      timer = setTimeout(() => reject(new Error('Page load timeout')), 20000);
+      loaded = resolve;
+    });
+    await send('Page.navigate', { url });
+    try { await event; } finally { clearTimeout(timer); loaded = undefined; }
+    await until(() => evaluate(`typeof window.loadBytesToApp === 'function'`), 'app event handlers loaded');
+  };
+  const until = async (test, label) => {
+    const end = Date.now() + 20000;
+    while (Date.now() < end) {
+      if (await test()) return;
+      await delay(150);
+    }
+    report.timeoutPage = await evaluate('document.body.innerText');
+    const shot = await send('Page.captureScreenshot', { format: 'png' });
+    fs.writeFileSync(path.join(out, 'failure.png'), Buffer.from(shot.data, 'base64'));
+    throw new Error(`Timeout: ${label}`);
+  };
+  const click = (expression) => evaluate(`(() => { const node = ${expression}; if (!node) throw new Error('Missing click target'); if (node.disabled) throw new Error('Disabled click target'); node.click(); return true; })()`);
+  const selectCard = async (label) => {
+    await click(`[...document.querySelectorAll('#rebar-tabs button')].find(b => b.textContent.startsWith(${JSON.stringify(label)}))`);
+    await until(() => evaluate(`document.querySelector('#rebar-table svg') !== null`), label);
+    await delay(250);
+  };
+  const screenshot = async (name) => {
+    const shot = await send('Page.captureScreenshot', { format: 'png' });
+    fs.writeFileSync(path.join(out, `${name}.png`), Buffer.from(shot.data, 'base64'));
+  };
+  const upload = async (selector, file) => {
+    const doc = await send('DOM.getDocument');
+    const node = await send('DOM.querySelector', { nodeId: doc.root.nodeId, selector });
+    assert.ok(node.nodeId, selector);
+    await send('DOM.setFileInputFiles', { nodeId: node.nodeId, files: [file] });
+  };
+  const editFirst = async (value) => evaluate(`(() => {
+    const node = document.querySelector('#rebar-table .abut-rebar-inputs input[type=number]');
+    if (!node) throw new Error('Missing rebar input');
+    const old = { id: node.id, value: node.value };
+    node.value = ${JSON.stringify(value)};
+    node.dispatchEvent(new Event('change', { bubbles: true }));
+    return old;
+  })()`);
+  const rows = () => evaluate(`[...document.querySelectorAll('#rebar-table table.rebar-table tbody tr')].filter(r => r.cells.length > 2).map(r => r.innerText)`);
+  const restoreView = async (card) => {
+    for (const text of card.context) {
+      await click(`[...document.querySelectorAll('#rebar-table .abut-optt')].find(b => b.textContent === ${JSON.stringify(text)})`);
+    }
+  };
+
+  await send('Page.enable');
+  await send('Runtime.enable');
+  await send('DOM.enable');
+  await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
+  await send('Browser.setDownloadBehavior', { behavior: 'allowAndName', downloadPath: downloads, eventsEnabled: true });
+  await send('Page.addScriptToEvaluateOnNewDocument', { source: `
+    window.__drawCalls = 0;
+    for (const type of [window.WebGLRenderingContext, window.WebGL2RenderingContext]) {
+      if (!type) continue;
+      for (const method of ['drawElements', 'drawArrays', 'drawElementsInstanced', 'drawArraysInstanced']) {
+        const original = type.prototype[method];
+        if (original) type.prototype[method] = function(...args) { window.__drawCalls++; return original.apply(this, args); };
+      }
+    }
+  ` });
+  if (mode !== '--resume') {
+  await navigate();
+  await until(() => evaluate(`document.querySelector('[data-card="excel"] button') !== null && typeof window.loadBytesToApp === 'function'`), 'app loaded');
+  await click(`document.querySelector('[data-card="excel"] button')`);
+  await evaluate(`const name = document.getElementById('project-name'); name.value = 'A1 화면 검증'; name.dispatchEvent(new Event('input', { bubbles: true }));`);
+  await upload('#file', input);
+  await until(() => evaluate(`!document.getElementById('dlg-apply').disabled`), 'Excel import');
+  report.import = await evaluate(`({ sheets: document.getElementById('sheets').innerText, selection: document.getElementById('dlg-selected').textContent })`);
+  await screenshot('01-import');
+  await click(`document.getElementById('dlg-apply')`);
+  await click(`document.getElementById('nav-rebar')`);
+  await until(() => evaluate(`[...document.querySelectorAll('#rebar-pier-items button')].some(b => b.textContent.includes('교대'))`), 'abutment list');
+  await click(`[...document.querySelectorAll('#rebar-pier-items button')].find(b => b.textContent.includes('교대') && b.textContent.includes('A1'))`);
+  await until(() => evaluate(`document.querySelectorAll('#rebar-tabs button').length === 6`), 'six member cards');
+
+  for (const [index, label] of ['받침블럭', '벽체', '흉벽', '확대기초', '날개벽', '접속슬래브'].entries()) {
+    await selectCard(label);
+    const before = await rows();
+    assert.ok(before.length, `${label}: non-empty rebar table`);
+    const card = { label, rows: before, views: [] };
+    const views = await evaluate(`[...document.querySelectorAll('#rebar-table .abut-optt')].map(b => b.textContent)`);
+    assert.ok(views.length >= 2, `${label}: view tabs`);
+    for (const [viewIndex, view] of views.entries()) {
+      const drawBefore = await evaluate('window.__drawCalls');
+      await click(`[...document.querySelectorAll('#rebar-table .abut-optt')].find(b => b.textContent === ${JSON.stringify(view)})`);
+      await delay(350);
+      const facts = await evaluate(`({ svg: !!document.querySelector('#rebar-table svg'), badSvg: /(?:NaN|Infinity)/.test(document.querySelector('#rebar-table svg')?.outerHTML || ''), drawCalls: window.__drawCalls, canvases: [...document.querySelectorAll('canvas')].map(c => ({ width: c.width, height: c.height })) })`);
+      assert.ok(facts.svg && !facts.badSvg, `${label}/${view}: finite SVG`);
+      assert.ok(facts.drawCalls > drawBefore, `${label}/${view}: WebGL draw calls`);
+      await screenshot(`${String(index + 2).padStart(2, '0')}-${index}-${viewIndex}`);
+      fs.writeFileSync(path.join(out, `${index}-${viewIndex}.svg`), await evaluate(`document.querySelector('#rebar-table svg').outerHTML`));
+      card.views.push({ view, ...facts });
+    }
+    const originalValue = await evaluate(`document.querySelector('#rebar-table .abut-rebar-inputs input[type=number]').value`);
+    const changedValue = originalValue === '150' ? '200' : '150';
+    const old = await editFirst(changedValue);
+    const changed = await rows();
+    assert.notDeepEqual(changed, before, `${label}: input recomputes rows`);
+    assert.equal(await evaluate(`document.getElementById(${JSON.stringify(old.id)}).value`), changedValue);
+    card.edit = { ...old, changedValue, changedRows: changed };
+    {
+      const marks = await evaluate(`[...document.querySelectorAll('#rebar-table table.rebar-table tbody tr')].filter(r => r.cells.length > 2).map(r => r.cells[2].textContent)`);
+      assert.ok(marks[0], `${label}: selectable mark`);
+      await click(`document.querySelector('#rebar-table table.rebar-table tbody tr')`);
+      await delay(150);
+      if (!await evaluate(`document.querySelector('#rebar-table .rebar-select button:last-child').getAttribute('aria-pressed') === 'true'`)) {
+        await click(`[...document.querySelectorAll('#rebar-table .rebar-select button')].find(b => b.textContent === '선택만 보기')`);
+      }
+      await delay(250);
+      card.selection = await evaluate(`document.querySelector('#rebar-table .rebar-select').innerText`);
+      assert.ok(card.selection.includes('선택 1 /'), `${label}: one selected bar`);
+      await screenshot(`${String(index + 2).padStart(2, '0')}-${index}-selected`);
+    }
+    card.context = await evaluate(`[...document.querySelectorAll('#rebar-table .abut-optt[aria-pressed="true"]')].map(b => b.textContent)`);
+    report.cards.push(card);
+    console.log('Verified card', label);
+    fs.writeFileSync(path.join(out, 'report.json'), JSON.stringify(report, null, 2));
+  }
+
+  // Snapshot all tables after every edit, including dependent members and the wing side.
+  for (const card of report.cards) {
+    await selectCard(card.label);
+    await restoreView(card);
+    card.edit.changedRows = await rows();
+  }
+  fs.writeFileSync(path.join(out, 'report.json'), JSON.stringify(report, null, 2));
+  await click(`document.getElementById('save-project')`);
+  await until(() => evaluate(`document.getElementById('save-dialog').open`), 'save dialog');
+  await evaluate(`document.getElementById('sv-name').value = 'A1 화면 검증'; document.getElementById('sv-bridge').value = 'A1-verification'`);
+  await click(`document.getElementById('sv-save')`);
+  await until(async () => downloadGuid && completed.has(downloadGuid), 'download completes');
+  const downloaded = fs.readFileSync(path.join(downloads, downloadGuid), 'utf8');
+  const project = JSON.parse(downloaded);
+  report.savedAbutments = project.abutments;
+  assert.ok(project.abutments?.length, 'project contains abutments');
+  const savedFile = path.join(out, 'A1-roundtrip.pzr.json');
+  fs.writeFileSync(savedFile, downloaded);
+  report.checks.push('actual project download');
+  fs.writeFileSync(path.join(out, 'report.json'), JSON.stringify(report, null, 2));
+  }
+  await navigate();
+  // Enter the app shell through its existing sample entry, then open the saved file.
+  // This uses no original Excel file for reconstruction.
+  await evaluate('window.openSampleProject()');
+  await click(`document.getElementById('open-project')`);
+  await upload('#project-file', path.join(out, 'A1-roundtrip.pzr.json'));
+  await until(() => evaluate(`document.querySelector('#toast-host')?.textContent.includes('열었습니다') && document.getElementById('save-status').textContent === '저장됨'`), 'open saved project');
+  await click(`document.getElementById('nav-rebar')`);
+  await click(`[...document.querySelectorAll('#rebar-pier-items button')].find(b => b.textContent.includes('교대') && b.textContent.includes('A1'))`);
+  for (const card of report.cards) {
+    await selectCard(card.label);
+    await restoreView(card);
+    const restored = await evaluate(`document.getElementById(${JSON.stringify(card.edit.id)})?.value`);
+    assert.equal(restored, card.edit.changedValue, `${card.label}: restored input`);
+    assert.deepEqual(await rows(), card.edit.changedRows, `${card.label}: restored computed rows`);
+    card.roundtrip = 'PASS';
+  }
+  await screenshot('09-restored');
+  report.checks.push('6 member cards', 'all SVG view tabs', 'WebGL drawing', '6 input edits', '6 bar selections', 'actual project download', 'fresh page project reopen', '6 restored inputs and computed tables');
+  assert.equal(report.errors.length, 0, 'browser runtime errors');
+  delete report.failure;
+  delete report.timeoutPage;
+  report.checks = [...new Set(report.checks)];
+  report.result = 'PASS';
+}
+
+main().catch((error) => {
+  report.result = 'FAIL';
+  report.failure = error.stack;
+  process.exitCode = 1;
+}).finally(() => {
+  report.finished = new Date().toISOString();
+  fs.writeFileSync(path.join(out, 'report.json'), JSON.stringify(report, null, 2));
+  console.log(JSON.stringify({ result: report.result, cards: report.cards.length, errors: report.errors, failure: report.failure }));
+  ws?.close();
+});

scripts/verify-cast-detail.cjs

@@ -0,0 +1,140 @@
+// Actual app verification in an isolated Windows Chrome, CDP port 9444.
+const fs = require('node:fs');
+const path = require('node:path');
+const assert = require('node:assert/strict');
+const out = path.resolve(__dirname, '../.verify/cast-detail-20261105');
+fs.mkdirSync(out, { recursive: true });
+const report = { checks: [], errors: [] };
+const delay = ms => new Promise(r => setTimeout(r, ms));
+let ws, send;
+(async () => {
+  const target = await (await fetch('http://127.0.0.1:9444/json/new?about:blank', { method: 'PUT' })).json();
+  ws = new WebSocket(target.webSocketDebuggerUrl);
+  await new Promise((r, j) => { ws.onopen = r; ws.onerror = j; });
+  let seq = 0, download;
+  const completed = new Set(), pending = new Map();
+  ws.onmessage = ({ data }) => {
+    const m = JSON.parse(data), p = pending.get(m.id);
+    if (p) { clearTimeout(p.timer); pending.delete(m.id); m.error ? p.reject(new Error(JSON.stringify(m.error))) : p.resolve(m.result); }
+    if (m.method === 'Runtime.exceptionThrown') report.errors.push(m.params.exceptionDetails.exception?.description || m.params.exceptionDetails.text);
+    if (m.method === 'Browser.downloadWillBegin') download = m.params.guid;
+    if (m.method === 'Browser.downloadProgress' && m.params.state === 'completed') completed.add(m.params.guid);
+  };
+  send = (method, params = {}) => new Promise((resolve, reject) => {
+    const id = ++seq, timer = setTimeout(() => { pending.delete(id); reject(new Error(`Timeout ${method}`)); }, 25000);
+    pending.set(id, { resolve, reject, timer }); ws.send(JSON.stringify({ id, method, params }));
+  });
+  const ev = async expression => {
+    const r = await send('Runtime.evaluate', { expression, awaitPromise: true, returnByValue: true });
+    if (r.exceptionDetails) throw new Error(r.exceptionDetails.exception?.description || r.exceptionDetails.text);
+    return r.result.value;
+  };
+  const until = async expression => { for (let i = 0; i < 120; i++) { if (await ev(expression)) return; await delay(150); } throw new Error(`Wait failed: ${expression}`); };
+  const click = expression => ev(`(() => { const e = ${expression}; if (!e || e.disabled) throw new Error('Missing/disabled target: ' + ${JSON.stringify(expression)}); e.click(); })()`);
+  const check = (name, pass) => { assert.ok(pass, name); report.checks.push(name); console.log('PASS', name); };
+  const file = async name => {
+    const doc = await send('DOM.getDocument');
+    const { nodeId } = await send('DOM.querySelector', { nodeId: doc.root.nodeId, selector: '#project-file' });
+    await send('DOM.setFileInputFiles', { nodeId, files: [name] });
+  };
+  const shot = async name => { await delay(250); const r = await send('Page.captureScreenshot', { format: 'png' }); fs.writeFileSync(path.join(out, name + '.png'), Buffer.from(r.data, 'base64')); };
+  const member = text => click(`[...document.querySelectorAll('#rebar-tabs button')].find(b => b.textContent.startsWith(${JSON.stringify(text)}))`);
+  const select = (id, name) => click(`[...document.querySelectorAll('#${id} button')].find(b => b.textContent.startsWith(${JSON.stringify(name + ' ·')}))`);
+  const set = (id, value) => ev(`document.getElementById(${JSON.stringify(id)}).value = ${JSON.stringify(String(value))}`);
+  await send('Page.enable'); await send('Runtime.enable'); await send('DOM.enable');
+  await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
+  const downloads = 'C:\\Users\\User\\AppData\\Local\\Temp\\pierzainer-cast-detail-20261105\\downloads';
+  await send('Browser.setDownloadBehavior', { behavior: 'allowAndName', downloadPath: downloads, eventsEnabled: true });
+  await send('Page.navigate', { url: 'http://127.0.0.1:5173/' });
+  await until(`typeof window.openSampleProject === 'function'`);
+  const fixture = await ev(`(async () => {
+    const XLSX = await import('/node_modules/xlsx/xlsx.mjs');
+    const {parseWorkbook} = await import('/src/core/parseWorkbook.ts');
+    const b = await (await fetch('/samples/' + encodeURIComponent('운곡교P1입력.xlsx'))).arrayBuffer();
+    const base = parseWorkbook(XLSX.read(b)).piers.find(p=>p.name==='P1');
+    const piers=[];
+    for (const [type,columnCount] of [['T형',1],['2주형',2],['3주형',3]]) for (const foundationType of ['현장타설말뚝','직접기초','말뚝기초']) {
+      const input={...base,name:'P'+(piers.length+1),type,columnCount,foundationType};
+      piers.push({id:input.name,input,defaults:input,draft:input});
+    }
+    return {schemaVersion:1,project:{name:'현장타설 입력 검증',bridge:'검증',client:'',author:'',crs:'',memo:''},source:{fileName:'합성 표본',sheets:[]},piers,history:[]};
+  })()`);
+  const fixturePath = path.join(out, 'fixture.pzr.json'); fs.writeFileSync(fixturePath, JSON.stringify(fixture));
+  await ev('window.openSampleProject()');
+  await click(`document.getElementById('open-project')`); await file(fixturePath);
+  await until(`document.querySelectorAll('#plan-pier-items button').length === 9`);
+  for (let i = 1; i <= 9; i++) {
+    const cast = [1,4,7].includes(i);
+    await click(`document.getElementById('nav-plan')`); await select('plan-pier-items', 'P'+i);
+    await click(`[...document.querySelectorAll('#members button')].find(b => b.textContent.startsWith(${JSON.stringify(cast ? '현장타설말뚝' : '확대기초')}))`);
+    check(`P${i} plan: appropriate foundation controls`, await ev(cast
+      ? `!!document.querySelector('#members button[disabled]') && !!document.querySelector('#member-fields #edit-pileLengthMm') && !document.querySelector('#member-fields #edit-footingHeightMm')`
+      : `!!document.querySelector('#member-fields #edit-footingHeightMm:not([disabled])')`));
+    await click(`document.getElementById('nav-rebar')`); await member('코핑');
+    check(`P${i} entering rebar builds coping drawings immediately`, await ev(`!!document.querySelector('#rebar-table figure svg')`));
+    await member('기둥');
+    check(`P${i} rebar: dedicated or legacy column`, await ev(cast
+      ? `!!document.querySelector('[data-cast-part="column"]') && [...document.querySelectorAll('#rebar-tabs button')].find(b=>b.textContent.startsWith('확대기초')).disabled`
+      : `!!document.getElementById('column-nDiv') && !document.querySelector('[data-cast-part]')`));
+  }
+  await click(`document.getElementById('nav-plan')`); await select('plan-pier-items','P1');
+  await click(`[...document.querySelectorAll('#members button')].find(b=>b.textContent.startsWith('현장타설말뚝'))`);
+  const ground = fixture.piers[0].input.groundEl, tip = ground-fixture.piers[0].input.pileLengthMm/1000;
+  check('clarified rock EL offsets and fixed beta default appear in the shape card', await ev(`Number(document.getElementById('cip-shape-betaLengthMm').value)===9000 && Number(document.getElementById('cip-shape-weatheredRockEl').value)===${tip+5} && Number(document.getElementById('cip-shape-bedrockEl').value)===${tip+1}`));
+  check('independent clay EL is initially blank and casing fields inactive', await ev(`document.getElementById('cip-shape-clayBottomEl').value==='' && document.getElementById('cip-shape-casingTopEl').disabled`));
+  await click(`document.getElementById('cip-casing-on')`);
+  await set('cip-shape-clayBottomEl',ground-5);
+  await ev(`document.getElementById('cip-shape-clayBottomEl').dispatchEvent(new Event('change'))`);
+  check('casing defaults follow ground plus 3 m and bedrock; independent clay persists', await ev(`!document.getElementById('cip-shape-casingTopEl').disabled && Number(document.getElementById('cip-shape-casingTopEl').value)===${ground+3} && Number(document.getElementById('cip-shape-casingBottomEl').value)===${tip+1} && Number(document.getElementById('cip-shape-clayBottomEl').value)===${ground-5}`));
+  await click(`document.getElementById('member-regen')`); await shot('00-shape-decisions');
+  await click(`document.getElementById('nav-rebar')`); await select('rebar-pier-items','P1'); await member('기둥');
+  check('round-column two-layer defaults and coupler mode are populated', await ev(`document.getElementById('cip-column-mainCount').value==='46' && document.getElementById('cip-column-innerMainCount').value==='46' && document.getElementById('cip-column-coverReference').value==='main-center' && document.getElementById('cip-column-tieSpacingMm').value==='300' && document.getElementById('cip-connection-mode').value==='coupler'`));
+  await member('현장타설말뚝');
+  check('pile bottom cover defaults to 250 mm', await ev(`document.getElementById('cip-pile-endCoverMm').value==='250'`));
+  await member('기둥');
+  await set('cip-column-mainDiameterMm',32); await set('cip-column-mainCount',46); await set('cip-column-coverMm',100);
+  await set('cip-connection-mode','continuous'); await click(`document.getElementById('cip-column-apply')`);
+  await until(`document.getElementById('cip-column-mainCount')?.value === '46'`);
+  await shot('01-column-input');
+  await member('현장타설말뚝');
+  await set('cip-pile-cageLengthMm',999999); await click(`document.getElementById('cip-pile-apply')`);
+  check('invalid cage length rejected with inline reason', await ev(`document.querySelector('[data-cast-part="pile"]').textContent.includes('철근망 길이가 말뚝 길이보다')`));
+  await set('cip-pile-cageLengthMm',12000); await set('cip-pile-mainCount',46); await set('cip-pile-tieKind','spiral');
+  await click(`document.getElementById('cip-pile-apply')`);
+  await until(`document.getElementById('cip-pile-cageLengthMm')?.value === '12000'`);
+  check('pile panel shares the column connection', await ev(`document.querySelector('[data-cast-part="pile"]').textContent.includes('공통 연결 방식: 연속')`));
+  await shot('02-pile-input');
+  // ④ is no longer a header step (header ①②③, 2026-11-06): open the 재료표 from ③.
+  await click(`document.getElementById('nav-rebar')`);
+  await click(`[...document.querySelectorAll('button')].find(b=>b.textContent==='철근재료표 보기')`);
+  check('quantity clearly marks incomplete design', await ev(`document.getElementById('quantity-body').textContent.includes('전체 수량 미완료') && document.getElementById('quantity-body').textContent.includes('접합부')`));
+  await shot('03-quantity-incomplete');
+  await click(`document.getElementById('save-project')`);
+  if (await ev(`document.getElementById('save-dialog').open`)) await click(`document.getElementById('sv-save')`);
+  for (let i=0;i<120 && !(download && completed.has(download));i++) await delay(150);
+  assert.ok(download && completed.has(download), 'project download completes');
+  const savedText = fs.readFileSync(path.join(downloads,download),'utf8');
+  const saved = JSON.parse(savedText), dedicated = saved.piers.find(p=>p.input.name==='P1').input.castInPlaceRebar;
+  const shape = saved.piers.find(p=>p.input.name==='P1').input.castInPlaceShape;
+  check('project preserves explicit shape settings without freezing automatic rock ELs',shape.casingOn===true && shape.clayBottomEl===ground-5 && shape.bedrockEl===undefined);
+  check('download preserves independent column, pile and connection', dedicated.column.mainCount===46 && dedicated.pile.cageLengthMm===12000 && dedicated.connection.mode==='continuous');
+  const savedPath = path.join(out,'saved.pzr.json'); fs.writeFileSync(savedPath,savedText);
+  await send('Page.navigate',{url:'http://127.0.0.1:5173/'});
+  await until(`typeof window.openSampleProject === 'function'`); await ev('window.openSampleProject()');
+  await click(`document.getElementById('open-project')`); await file(savedPath);
+  await until(`document.querySelectorAll('#rebar-pier-items button').length===9`);
+  await click(`document.getElementById('nav-rebar')`); await select('rebar-pier-items','P1'); await member('현장타설말뚝');
+  check('fresh reopen restores pile values and shared connection', await ev(`document.getElementById('cip-pile-cageLengthMm').value==='12000' && document.querySelector('[data-cast-part="pile"]').textContent.includes('공통 연결 방식: 연속')`));
+  await member('기둥');
+  check('fresh reopen restores independent column values', await ev(`document.getElementById('cip-column-mainCount').value==='46'`));
+  await click(`document.getElementById('nav-plan')`); await select('plan-pier-items','P1');
+  await click(`[...document.querySelectorAll('#members button')].find(b=>b.textContent.startsWith('현장타설말뚝'))`);
+  check('fresh reopen restores casing toggle and independent clay EL',await ev(`document.getElementById('cip-casing-on').checked && Number(document.getElementById('cip-shape-clayBottomEl').value)===${ground-5}`));
+  check('no runtime exceptions in actual app',report.errors.length===0);
+  report.result='PASS';
+})().catch(e=>{ report.result='FAIL'; report.failure=e.stack; process.exitCode=1; }).finally(async()=>{
+  if(report.result==='FAIL' && send) try { const r=await send('Page.captureScreenshot',{format:'png'});fs.writeFileSync(path.join(out,'failure.png'),Buffer.from(r.data,'base64')); } catch {}
+  fs.writeFileSync(path.join(out,'report.json'),JSON.stringify(report,null,2));
+  console.log(JSON.stringify({result:report.result,checks:report.checks.length,errors:report.errors,failure:report.failure}));
+  ws?.close();
+});

scripts/verify-cast-input.cjs

@@ -0,0 +1,121 @@
+// Actual app verification in an isolated Windows Chrome, CDP port 9444.
+const fs = require('node:fs');
+const path = require('node:path');
+const assert = require('node:assert/strict');
+const out = path.resolve(__dirname, '../.verify/cast-input-20261105');
+fs.mkdirSync(out, { recursive: true });
+const report = { checks: [], errors: [] };
+const delay = ms => new Promise(r => setTimeout(r, ms));
+let ws, send;
+(async () => {
+  const target = await (await fetch('http://127.0.0.1:9444/json/new?about:blank', { method: 'PUT' })).json();
+  ws = new WebSocket(target.webSocketDebuggerUrl);
+  await new Promise((r, j) => { ws.onopen = r; ws.onerror = j; });
+  let seq = 0, download;
+  const completed = new Set(), pending = new Map();
+  ws.onmessage = ({ data }) => {
+    const m = JSON.parse(data), p = pending.get(m.id);
+    if (p) { clearTimeout(p.timer); pending.delete(m.id); m.error ? p.reject(new Error(JSON.stringify(m.error))) : p.resolve(m.result); }
+    if (m.method === 'Runtime.exceptionThrown') report.errors.push(m.params.exceptionDetails.exception?.description || m.params.exceptionDetails.text);
+    if (m.method === 'Browser.downloadWillBegin') download = m.params.guid;
+    if (m.method === 'Browser.downloadProgress' && m.params.state === 'completed') completed.add(m.params.guid);
+  };
+  send = (method, params = {}) => new Promise((resolve, reject) => {
+    const id = ++seq, timer = setTimeout(() => { pending.delete(id); reject(new Error(`Timeout ${method}`)); }, 25000);
+    pending.set(id, { resolve, reject, timer }); ws.send(JSON.stringify({ id, method, params }));
+  });
+  const ev = async expression => {
+    const r = await send('Runtime.evaluate', { expression, awaitPromise: true, returnByValue: true });
+    if (r.exceptionDetails) throw new Error(r.exceptionDetails.exception?.description || r.exceptionDetails.text);
+    return r.result.value;
+  };
+  const until = async expression => { for (let i = 0; i < 120; i++) { if (await ev(expression)) return; await delay(150); } throw new Error(`Wait failed: ${expression}`); };
+  const click = expression => ev(`(() => { const e = ${expression}; if (!e || e.disabled) throw new Error('Missing/disabled target: ' + ${JSON.stringify(expression)}); e.click(); })()`);
+  const check = (name, pass) => { assert.ok(pass, name); report.checks.push(name); console.log('PASS', name); };
+  const file = async name => {
+    const doc = await send('DOM.getDocument');
+    const { nodeId } = await send('DOM.querySelector', { nodeId: doc.root.nodeId, selector: '#project-file' });
+    await send('DOM.setFileInputFiles', { nodeId, files: [name] });
+  };
+  const shot = async name => { await delay(250); const r = await send('Page.captureScreenshot', { format: 'png' }); fs.writeFileSync(path.join(out, name + '.png'), Buffer.from(r.data, 'base64')); };
+  const member = text => click(`[...document.querySelectorAll('#rebar-tabs button')].find(b => b.textContent.startsWith(${JSON.stringify(text)}))`);
+  const select = (id, name) => click(`[...document.querySelectorAll('#${id} button')].find(b => b.textContent.startsWith(${JSON.stringify(name + ' ·')}))`);
+  const set = (id, value) => ev(`document.getElementById(${JSON.stringify(id)}).value = ${JSON.stringify(String(value))}`);
+  await send('Page.enable'); await send('Runtime.enable'); await send('DOM.enable');
+  await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
+  const downloads = 'C:\\Users\\User\\AppData\\Local\\Temp\\pierzainer-cast-input-20261105\\downloads';
+  await send('Browser.setDownloadBehavior', { behavior: 'allowAndName', downloadPath: downloads, eventsEnabled: true });
+  await send('Page.navigate', { url: 'http://127.0.0.1:5173/' });
+  await until(`typeof window.openSampleProject === 'function'`);
+  const fixture = await ev(`(async () => {
+    const XLSX = await import('/node_modules/xlsx/xlsx.mjs');
+    const {parseWorkbook} = await import('/src/core/parseWorkbook.ts');
+    const b = await (await fetch('/samples/' + encodeURIComponent('운곡교P1입력.xlsx'))).arrayBuffer();
+    const base = parseWorkbook(XLSX.read(b)).piers.find(p=>p.name==='P1');
+    const piers=[];
+    for (const [type,columnCount] of [['T형',1],['2주형',2],['3주형',3]]) for (const foundationType of ['현장타설말뚝','직접기초','말뚝기초']) {
+      const input={...base,name:'P'+(piers.length+1),type,columnCount,foundationType};
+      piers.push({id:input.name,input,defaults:input,draft:input});
+    }
+    return {schemaVersion:1,project:{name:'현장타설 입력 검증',bridge:'검증',client:'',author:'',crs:'',memo:''},source:{fileName:'합성 표본',sheets:[]},piers,history:[]};
+  })()`);
+  const fixturePath = path.join(out, 'fixture.pzr.json'); fs.writeFileSync(fixturePath, JSON.stringify(fixture));
+  await ev('window.openSampleProject()');
+  await click(`document.getElementById('open-project')`); await file(fixturePath);
+  await until(`document.querySelectorAll('#plan-pier-items button').length === 9`);
+  for (let i = 1; i <= 9; i++) {
+    const cast = [1,4,7].includes(i);
+    await click(`document.getElementById('nav-plan')`); await select('plan-pier-items', 'P'+i);
+    await click(`[...document.querySelectorAll('#members button')].find(b => b.textContent.startsWith(${JSON.stringify(cast ? '현장타설말뚝' : '확대기초')}))`);
+    check(`P${i} plan: appropriate foundation controls`, await ev(cast
+      ? `!!document.querySelector('#members button[disabled]') && !!document.querySelector('#member-fields #edit-pileLengthMm') && !document.querySelector('#member-fields #edit-footingHeightMm')`
+      : `!!document.querySelector('#member-fields #edit-footingHeightMm:not([disabled])')`));
+    await click(`document.getElementById('nav-rebar')`); await member('코핑');
+    check(`P${i} entering rebar builds coping drawings immediately`, await ev(`!!document.querySelector('#rebar-table figure svg')`));
+    await member('기둥');
+    check(`P${i} rebar: dedicated or legacy column`, await ev(cast
+      ? `!!document.querySelector('[data-cast-part="column"]') && [...document.querySelectorAll('#rebar-tabs button')].find(b=>b.textContent.startsWith('확대기초')).disabled`
+      : `!!document.getElementById('column-nDiv') && !document.querySelector('[data-cast-part]')`));
+  }
+  await select('rebar-pier-items','P1'); await member('기둥');
+  await set('cip-column-mainDiameterMm',32); await set('cip-column-mainCount',46); await set('cip-column-coverMm',100);
+  await set('cip-connection-mode','continuous'); await click(`document.getElementById('cip-column-apply')`);
+  await until(`document.getElementById('cip-column-mainCount')?.value === '46'`);
+  await shot('01-column-input');
+  await member('현장타설말뚝');
+  await set('cip-pile-cageLengthMm',999999); await click(`document.getElementById('cip-pile-apply')`);
+  check('invalid cage length rejected with inline reason', await ev(`document.querySelector('[data-cast-part="pile"]').textContent.includes('철근망 길이가 말뚝 길이보다')`));
+  await set('cip-pile-cageLengthMm',12000); await set('cip-pile-mainCount',46); await set('cip-pile-tieKind','spiral');
+  await click(`document.getElementById('cip-pile-apply')`);
+  await until(`document.getElementById('cip-pile-cageLengthMm')?.value === '12000'`);
+  check('pile panel shares the column connection', await ev(`document.querySelector('[data-cast-part="pile"]').textContent.includes('공통 연결 방식: 연속')`));
+  await shot('02-pile-input');
+  // ④ is no longer a header step (header ①②③, 2026-11-06): open the 재료표 from ③.
+  await click(`document.getElementById('nav-rebar')`);
+  await click(`[...document.querySelectorAll('button')].find(b=>b.textContent==='철근재료표 보기')`);
+  check('quantity clearly marks incomplete design', await ev(`document.getElementById('quantity-body').textContent.includes('전체 수량 미완료') && document.getElementById('quantity-body').textContent.includes('접합부')`));
+  await shot('03-quantity-incomplete');
+  await click(`document.getElementById('save-project')`);
+  if (await ev(`document.getElementById('save-dialog').open`)) await click(`document.getElementById('sv-save')`);
+  for (let i=0;i<120 && !(download && completed.has(download));i++) await delay(150);
+  assert.ok(download && completed.has(download), 'project download completes');
+  const savedText = fs.readFileSync(path.join(downloads,download),'utf8');
+  const saved = JSON.parse(savedText), dedicated = saved.piers.find(p=>p.input.name==='P1').input.castInPlaceRebar;
+  check('download preserves independent column, pile and connection', dedicated.column.mainCount===46 && dedicated.pile.cageLengthMm===12000 && dedicated.connection.mode==='continuous');
+  const savedPath = path.join(out,'saved.pzr.json'); fs.writeFileSync(savedPath,savedText);
+  await send('Page.navigate',{url:'http://127.0.0.1:5173/'});
+  await until(`typeof window.openSampleProject === 'function'`); await ev('window.openSampleProject()');
+  await click(`document.getElementById('open-project')`); await file(savedPath);
+  await until(`document.querySelectorAll('#rebar-pier-items button').length===9`);
+  await click(`document.getElementById('nav-rebar')`); await select('rebar-pier-items','P1'); await member('현장타설말뚝');
+  check('fresh reopen restores pile values and shared connection', await ev(`document.getElementById('cip-pile-cageLengthMm').value==='12000' && document.querySelector('[data-cast-part="pile"]').textContent.includes('공통 연결 방식: 연속')`));
+  await member('기둥');
+  check('fresh reopen restores independent column values', await ev(`document.getElementById('cip-column-mainCount').value==='46'`));
+  check('no runtime exceptions in actual app',report.errors.length===0);
+  report.result='PASS';
+})().catch(e=>{ report.result='FAIL'; report.failure=e.stack; process.exitCode=1; }).finally(async()=>{
+  if(report.result==='FAIL' && send) try { const r=await send('Page.captureScreenshot',{format:'png'});fs.writeFileSync(path.join(out,'failure.png'),Buffer.from(r.data,'base64')); } catch {}
+  fs.writeFileSync(path.join(out,'report.json'),JSON.stringify(report,null,2));
+  console.log(JSON.stringify({result:report.result,checks:report.checks.length,errors:report.errors,failure:report.failure}));
+  ws?.close();
+});

scripts/verify-cast-rebar.cjs

@@ -0,0 +1,102 @@
+// Actual app: isolated Windows Chrome on CDP 9444, Vite on 5173. Run with Windows Node.
+const fs=require('node:fs'), path=require('node:path'), assert=require('node:assert/strict');
+const out=path.resolve(__dirname,process.argv[2]||'../.verify/cast-rebar-20261106'); fs.mkdirSync(out,{recursive:true});
+const report={checks:[],errors:[],started:new Date().toISOString()};
+const delay=ms=>new Promise(r=>setTimeout(r,ms)); let ws,send;
+(async()=>{
+  const target=await(await fetch('http://127.0.0.1:9444/json/new?about:blank',{method:'PUT'})).json();
+  ws=new WebSocket(target.webSocketDebuggerUrl); await new Promise((r,j)=>{ws.onopen=r;ws.onerror=j;});
+  let seq=0,download; const pending=new Map(), completed=new Set();
+  ws.onmessage=({data})=>{const m=JSON.parse(data),p=pending.get(m.id);if(p){clearTimeout(p.timer);pending.delete(m.id);m.error?p.reject(new Error(JSON.stringify(m.error))):p.resolve(m.result);}
+    if(m.method==='Runtime.exceptionThrown')report.errors.push(m.params.exceptionDetails.exception?.description||m.params.exceptionDetails.text);
+    if(m.method==='Browser.downloadWillBegin')download=m.params.guid;
+    if(m.method==='Browser.downloadProgress'&&m.params.state==='completed')completed.add(m.params.guid);
+    if(m.method==='Page.javascriptDialogOpening'&&m.params.type==='beforeunload')send('Page.handleJavaScriptDialog',{accept:true}).catch(e=>report.errors.push(e.message));
+  };
+  send=(method,params={})=>new Promise((resolve,reject)=>{const id=++seq,timer=setTimeout(()=>{pending.delete(id);reject(new Error('Timeout '+method));},30000);pending.set(id,{resolve,reject,timer});ws.send(JSON.stringify({id,method,params}));});
+  const ev=async expression=>{const r=await send('Runtime.evaluate',{expression,awaitPromise:true,returnByValue:true});if(r.exceptionDetails)throw new Error(r.exceptionDetails.exception?.description||r.exceptionDetails.text);return r.result.value;};
+  const until=async expression=>{for(let i=0;i<120;i++){if(await ev(expression))return;await delay(150);}throw new Error('Wait: '+expression);};
+  const click=expression=>ev(`(()=>{const e=${expression};if(!e||e.disabled)throw new Error('Missing/disabled target');e.click();})()`);
+  const set=(id,value)=>ev(`(()=>{const e=document.getElementById(${JSON.stringify(id)});e.value=${JSON.stringify(String(value))};e.dispatchEvent(new Event(e.tagName==='SELECT'?'change':'input',{bubbles:true}));})()`);
+  const check=(name,value)=>{assert.ok(value,name);report.checks.push(name);console.log('PASS',name);};
+  const shot=async name=>{await delay(250);const r=await send('Page.captureScreenshot',{format:'png'});fs.writeFileSync(path.join(out,name+'.png'),Buffer.from(r.data,'base64'));};
+  const open=async file=>{await click(`document.querySelector('#file-menu summary')`);await click(`document.getElementById('open-project')`);const doc=await send('DOM.getDocument');const{nodeId}=await send('DOM.querySelector',{nodeId:doc.root.nodeId,selector:'#project-file'});await send('DOM.setFileInputFiles',{nodeId,files:[file]});};
+  const pier=name=>click(`[...document.querySelectorAll('#rebar-pier-items button')].find(b=>b.textContent.startsWith(${JSON.stringify(name+' ·')}))`);
+  const member=text=>click(`[...document.querySelectorAll('#rebar-tabs button')].find(b=>b.textContent.startsWith(${JSON.stringify(text)}))`);
+  const table=`[...document.querySelectorAll('#rebar-table table.rebar-table tbody tr')].filter(r=>r.cells.length===14).map(r=>({name:r.cells[2].textContent,size:r.cells[3].textContent,grade:r.cells[4].textContent,count:Number(r.cells[11].textContent)}))`;
+  const downloads=path.join(out,'downloads');fs.mkdirSync(downloads,{recursive:true});
+  await send('Page.enable');await send('Runtime.enable');await send('DOM.enable');
+  await send('Browser.setDownloadBehavior',{behavior:'allowAndName',downloadPath:downloads,eventsEnabled:true});
+  await send('Emulation.setDeviceMetricsOverride',{width:1600,height:1000,deviceScaleFactor:1,mobile:false});
+  await send('Page.navigate',{url:'http://127.0.0.1:5173/'});await until(`typeof window.openSampleProject==='function'`);
+  const fixture=await ev(`(async()=>{
+    const XLSX=await import('/node_modules/xlsx/xlsx.mjs'),{parseWorkbook}=await import('/src/core/parseWorkbook.ts');
+    const bytes=await(await fetch('/samples/'+encodeURIComponent('운곡교P1입력.xlsx'))).arrayBuffer();
+    const base=parseWorkbook(XLSX.read(bytes)).piers.find(p=>p.name==='P1'),piers=[];
+    for(const[type,columnCount]of[['T형',1],['2주형',2],['3주형',3]])for(const foundationType of ['현장타설말뚝','직접기초','말뚝기초']){
+      const input={...base,name:'P'+(piers.length+1),type,columnCount,foundationType,groundEl:30,pileLengthMm:24000,
+        ...(foundationType==='현장타설말뚝'?{castInPlaceShape:{clayBottomEl:16},castInPlaceRebar:{column:{endZoneLengthMm:2000}}}:{})};
+      piers.push({id:input.name,input,defaults:input,draft:input});
+    }return{schemaVersion:1,project:{name:'현장타설 실배근 검증',bridge:'검증',client:'',author:'',crs:'',memo:''},source:{fileName:'9개 합성 표본',sheets:[]},piers,history:[]};
+  })()`);
+  const file=path.join(out,'fixture.pzr.json');fs.writeFileSync(file,JSON.stringify(fixture));
+  await ev('window.openSampleProject()');await open(file);await until(`document.querySelectorAll('#rebar-pier-items button').length===9`);
+  await click(`document.getElementById('nav-rebar')`);
+  for(let i=1;i<=9;i++){
+    await pier('P'+i);await member('기둥');const cast=[1,4,7].includes(i);
+    const rows=await ev(table);
+    check(`P${i}: appropriate real main and tie rows`,cast
+      ? ['기둥-P1','기둥-P2','말뚝-P1','말뚝-P2','기둥-P3','말뚝-P3','기둥-P5','말뚝-P5','접합-P1 커플러'].every(n=>rows.some(r=>r.name===n&&r.count>0))
+      : ['P1','P2','P3','P5'].every(n=>rows.some(r=>r.name===n&&r.count>0)));
+    check(`P${i}: list reports actual support status`,await ev(`[...document.querySelectorAll('#rebar-pier-items button')].find(b=>b.textContent.startsWith('P${i} ·')).parentElement.textContent.includes('${cast||i>=4?'일부 계산':'계산됨'}')`));
+  }
+  for(const i of [4,5,6,7,8,9]){
+    await pier('P'+i);await member('코핑');const rows=await ev(table);
+    check(`P${i}: multi drawing diameters reach actual table`,[['C1','H25'],['C7','H29'],['C8','H25'],['C10','H22'],['C12','H16'],['C14','H16']].every(([name,size])=>rows.some(r=>r.name===name&&r.size===size&&r.count>0)));
+    check(`P${i}: multi defaults and remaining detail notice are visible`,await ev(`document.getElementById('coping-spacingS').value==='300'&&document.getElementById('coping-sideSpacing').value==='200'&&document.getElementById('coping-c14UpperSpacing').value==='600'&&document.getElementById('rebar-issues').textContent.includes('cycle별 이음')`));
+  }
+  await shot('00-multi-coping');
+  await pier('P1');await member('기둥');
+  check('dedicated drawing uses generated front and section paths',await ev(`!!document.querySelector('[data-cast-part] figure svg polyline') && document.querySelectorAll('[data-cast-part] figure svg circle').length>50`));
+  check('missing bottom P6 remains explicit rather than hiding all reinforcement',await ev(`document.getElementById('rebar-issues').textContent.includes('말뚝 저부 P6 검토안 미적용')`));
+  await set('review-model-height',420);await shot('01-real-rebar');
+  const baseline=await ev(table);
+  await set('cip-common-mainCount',50);await set('cip-common-mainDiameterMm',35.8);await set('cip-common-mainGradeMpa',400);await click(`document.getElementById('cip-apply')`);
+  const edited=await ev(table);
+  check('shared edits regenerate physical piece counts, diameters and grades',edited.filter(r=>r.name.endsWith('-P1')).every(r=>r.count%50===0&&r.count>=50&&r.size==='Ø35.8'&&r.grade==='SD400'));
+  check('regeneration changes actual quantities rather than just form values',JSON.stringify(edited)!==JSON.stringify(baseline));
+  await set('cip-pile-tieKind','spiral');await click(`document.getElementById('cip-apply')`);
+  check('spiral produces its own real table rows', (await ev(table)).some(r=>r.name==='말뚝-P3 나선'&&r.count>0));
+  await set('cip-pile-mainCount',48);await click(`document.getElementById('cip-apply')`);
+  check('mismatched joints remove interface couplers and report the mismatch',(await ev(table)).every(r=>!r.name.startsWith('접합-'))&&await ev(`document.getElementById('rebar-issues').textContent.includes('불일치')`));
+  await set('cip-pile-mainCount',50);await click(`document.getElementById('cip-apply')`);
+  await click(`[...document.querySelectorAll('#rebar-table table.rebar-table tbody tr')].find(r=>r.cells[2].textContent==='말뚝-P1')`);
+  check('pile table selection highlights the corresponding generated mark',await ev(`[...document.querySelectorAll('#rebar-table tr.hl')].some(r=>r.cells[2].textContent==='말뚝-P1')`));
+  await click(`[...document.querySelectorAll('#rebar-table button')].find(b=>b.textContent==='선택만 보기')`);
+  await shot('02-pile-main-selected');
+  await click(`[...document.querySelectorAll('#rebar-table table.rebar-table tbody tr')].find(r=>r.cells[2].textContent==='말뚝-P1')`);
+  await click(`[...document.querySelectorAll('#rebar-table button')].find(b=>b.textContent==='선택만 보기')`);
+  await ev(`(()=>{const d=[...document.querySelectorAll('[data-cast-part] details')].find(d=>d.querySelector('summary').textContent.includes('삽도'));d.open=true;d.scrollIntoView({block:'start'});})()`);await shot('03-drawing');
+  for(const width of [1280,1600,1920]){
+    await send('Emulation.setDeviceMetricsOverride',{width,height:1000,deviceScaleFactor:1,mobile:false});await delay(150);
+    check(`header ${width} keeps one row and no horizontal overflow`,await ev(`document.querySelector('.top').getBoundingClientRect().height<=65&&document.documentElement.scrollWidth<=innerWidth`));
+  }
+  // ④ is no longer a header step (header ①②③, 2026-11-06): open the 재료표 from ③.
+  await click(`document.getElementById('nav-rebar')`);
+  await click(`[...document.querySelectorAll('button')].find(b=>b.textContent==='철근재료표 보기')`);
+  check('quantity contains actual dedicated mains and reports remaining incomplete details',await ev(`document.getElementById('quantity-body').textContent.includes('말뚝-P1')&&document.getElementById('quantity-body').textContent.includes('기둥-P1')&&document.getElementById('quantity-body').textContent.includes('전체 수량 미완료')`));
+  await shot('04-quantity');
+  await click(`document.getElementById('nav-rebar')`);await member('기둥');const beforeSave=await ev(table);
+  await click(`document.getElementById('save-project')`);if(await ev(`document.getElementById('save-dialog').open`))await click(`document.getElementById('sv-save')`);
+  for(let i=0;i<120&&!(download&&completed.has(download));i++)await delay(150);assert.ok(download&&completed.has(download),'download completes');
+  const text=fs.readFileSync(path.join(downloads,download),'utf8'),savedPath=path.join(out,'saved.pzr.json');fs.writeFileSync(savedPath,text);
+  const saved=JSON.parse(text).piers.find(p=>p.input.name==='P1').input.castInPlaceRebar;
+  check('download preserves generating inputs',saved.column.mainCount===50&&saved.pile.mainCount===50&&saved.pile.tieKind==='spiral'&&saved.column.mainGradeMpa===400);
+  await send('Page.navigate',{url:'http://127.0.0.1:5173/'});await until(`typeof window.openSampleProject==='function'`);await ev('window.openSampleProject()');await open(savedPath);await until(`document.querySelectorAll('#rebar-pier-items button').length===9`);
+  await click(`document.getElementById('nav-rebar')`);await pier('P1');await member('기둥');
+  check('fresh-page restore regenerates identical physical bar rows',JSON.stringify(await ev(table))===JSON.stringify(beforeSave));
+  check('no runtime exceptions',report.errors.length===0);report.result='PASS';
+})().catch(e=>{report.result='FAIL';report.failure=e.stack;process.exitCode=1;}).finally(async()=>{
+  if(report.result==='FAIL'&&send)try{const r=await send('Page.captureScreenshot',{format:'png'});fs.writeFileSync(path.join(out,'failure.png'),Buffer.from(r.data,'base64'));}catch{}
+  fs.writeFileSync(path.join(out,'report.json'),JSON.stringify(report,null,2));console.log(JSON.stringify({result:report.result,checks:report.checks.length,failure:report.failure}));ws?.close();
+});

scripts/verify-design-fixes.cjs

@@ -0,0 +1,130 @@
+// CDP regression checks for the four scoped design improvements. Run with Windows Node.
+const fs = require('node:fs');
+const path = require('node:path');
+const assert = require('node:assert/strict');
+const root = path.resolve(__dirname, '..');
+const out = path.join(root, '.verify', 'design-fixes-20261105');
+const report = { checks: [], errors: [], captures: [], started: new Date().toISOString() };
+fs.mkdirSync(out, { recursive: true });
+let ws;
+let send;
+const delay = (ms) => new Promise((resolve) => setTimeout(resolve, ms));
+async function main() {
+  const target = await (await fetch('http://127.0.0.1:9444/json/new?http://127.0.0.1:5173/', { method: 'PUT' })).json();
+  ws = new WebSocket(target.webSocketDebuggerUrl);
+  await new Promise((resolve, reject) => { ws.onopen = resolve; ws.onerror = reject; });
+  let seq = 0;
+  const pending = new Map();
+  send = (method, params = {}) => new Promise((resolve, reject) => {
+    const id = ++seq;
+    const timer = setTimeout(() => { pending.delete(id); reject(new Error(`CDP timeout ${method}`)); }, 20000);
+    pending.set(id, { resolve, reject, timer });
+    ws.send(JSON.stringify({ id, method, params }));
+  });
+  ws.onmessage = ({ data }) => {
+    const msg = JSON.parse(data);
+    if (msg.id) {
+      const wait = pending.get(msg.id);
+      if (!wait) return;
+      clearTimeout(wait.timer); pending.delete(msg.id);
+      if (msg.error) wait.reject(new Error(JSON.stringify(msg.error))); else wait.resolve(msg.result);
+    } else if (msg.method === 'Runtime.exceptionThrown') report.errors.push(msg.params.exceptionDetails.exception?.description || msg.params.exceptionDetails.text);
+    else if (msg.method === 'Runtime.consoleAPICalled' && msg.params.type === 'error') report.errors.push(msg.params.args.map((a) => a.value ?? a.description).join(' '));
+  };
+  const ev = async (expression) => {
+    const r = await send('Runtime.evaluate', { expression, awaitPromise: true, returnByValue: true });
+    if (r.exceptionDetails) throw new Error(r.exceptionDetails.exception?.description || r.exceptionDetails.text);
+    return r.result.value;
+  };
+  const until = async (expression) => {
+    for (let i = 0; i < 100; i++) { if (await ev(expression)) return; await delay(150); }
+    throw new Error(`Timeout: ${expression}`);
+  };
+  const click = (expression) => ev(`(() => { const e = ${expression}; if (!e || e.disabled) throw new Error('Missing/disabled control'); e.click(); })()`);
+  const shot = async (name) => {
+    await delay(200);
+    const r = await send('Page.captureScreenshot', { format: 'png' });
+    fs.writeFileSync(path.join(out, `${name}.png`), Buffer.from(r.data, 'base64'));
+    report.captures.push(name);
+  };
+  const check = (name, condition) => { assert.ok(condition, name); report.checks.push(name); console.log('PASS', name); };
+  const upload = async () => {
+    const doc = await send('DOM.getDocument');
+    const node = await send('DOM.querySelector', { nodeId: doc.root.nodeId, selector: '#file' });
+    await send('DOM.setFileInputFiles', { nodeId: node.nodeId, files: [] });
+    await send('DOM.setFileInputFiles', { nodeId: node.nodeId, files: [path.resolve(root, '../../RAG/운곡교P1입력.xlsx')] });
+    await until(`!document.getElementById('dlg-apply').disabled && document.getElementById('import-abut-A1')?.checked === true`);
+  };
+  const member = async (label) => { await click(`[...document.querySelectorAll('#rebar-tabs button')].find(b => b.textContent.startsWith(${JSON.stringify(label)}))`); await delay(100); };
+  const lower = () => ev(`document.querySelector('#review-workspace > section').getBoundingClientRect().height`);
+  await send('Page.enable'); await send('Runtime.enable'); await send('DOM.enable');
+  await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
+  await until(`!!document.querySelector('[data-card="excel"] button') && typeof window.loadBytesToApp === 'function'`);
+  await click(`document.querySelector('[data-card="excel"] button')`);
+  await ev(`document.getElementById('project-name').value = '디자인 개선 검증'; document.getElementById('project-name').dispatchEvent(new Event('input'));`);
+  await upload();
+  check('combined import scope', await ev(`document.getElementById('dlg-apply').textContent === '교각 1기 + 교대 1기 가져오기'`));
+  check('A1 source and dimensions preview', await ev(`document.getElementById('pv-abuts').textContent.includes('A1') && document.getElementById('pv-abuts').textContent.includes('12.197') && document.querySelector('#sheets > li:first-child').textContent.includes('교대 인식 결과')`));
+  await shot('01-import-both');
+  await click(`document.getElementById('import-abut-A1')`);
+  check('uncheck updates preview and count', await ev(`document.getElementById('dlg-apply').textContent.includes('교대 0기') && document.getElementById('pv-abuts').textContent.includes('아니오')`));
+  await click(`document.getElementById('dlg-apply')`);
+  check('unchecked abutment is not applied', await ev(`![...document.querySelectorAll('#pier-items button')].some(b => b.textContent.includes('교대'))`));
+  await click(`document.getElementById('open-import')`);
+  await upload();
+  await click(`document.getElementById('dlg-apply')`);
+  await click(`document.getElementById('nav-rebar')`);
+  await click(`[...document.querySelectorAll('#rebar-pier-items button')].find(b => b.textContent.includes('A1') && b.textContent.includes('교대'))`);
+  await member('확대기초');
+  check('A1 footing excludes pier review questions', await ev(`document.getElementById('review-summary').textContent.includes('A1') && document.getElementById('review-summary').textContent.includes('미결 0건') && !document.getElementById('review-tasks').textContent.includes('Q-C9')`));
+  await delay(4500); await shot('02-workspace-desktop');
+  await send('Emulation.setDeviceMetricsOverride', { width: 1280, height: 800, deviceScaleFactor: 1, mobile: false });
+  await delay(300);
+  if (await ev(`document.getElementById('review-model-toggle').getAttribute('aria-expanded') === 'false'`)) await click(`document.getElementById('review-model-toggle')`);
+  await ev(`const size = document.getElementById('review-model-height'); size.value = size.max; size.dispatchEvent(new Event('input'));`);
+  await delay(200);
+  report.layoutBefore = await lower();
+  await ev(`const range = document.getElementById('review-model-height'); range.value = '180'; range.dispatchEvent(new Event('input'));`);
+  await delay(200);
+  report.layoutResized = await lower();
+  check('height control expands evidence area', report.layoutResized >= report.layoutBefore);
+  check('compact viewer tools stay inside model', await ev(`document.querySelector('.viewer-stack-right').getBoundingClientRect().bottom <= document.getElementById('viewer-block').getBoundingClientRect().bottom + 1`));
+  await click(`document.getElementById('review-model-toggle')`);
+  await delay(200);
+  report.layoutCollapsed = await lower();
+  check('collapse adds model area to evidence', report.layoutCollapsed > report.layoutResized + 150);
+  await click(`document.getElementById('review-table')`);
+  check('table shortcut focuses and reveals table', await ev(`document.activeElement.matches('#rebar-table table.rebar-table') && document.activeElement.getBoundingClientRect().top >= document.querySelector('#review-workspace > section').getBoundingClientRect().top - 2`));
+  await shot('03-table-laptop');
+  await click(`document.getElementById('review-inputs')`);
+  check('input shortcut preserves keyboard tab order', await ev(`document.activeElement.matches('#rebar-table input') && document.activeElement.tabIndex === 0`));
+  await shot('04-inputs-laptop');
+  check('layout preference persisted', await ev(`JSON.parse(localStorage.getItem('pierzainer.review-layout')).collapsed === true`));
+  await click(`document.getElementById('review-model-toggle')`);
+  await member('받침블럭');
+  check('block review is scoped', await ev(`document.getElementById('review-tasks').textContent.includes('Q-S4') && !document.getElementById('review-tasks').textContent.includes('Q-C9')`));
+  await click(`document.querySelector('#review-tasks button')`);
+  check('review action selects correct bar and row', await ev(`document.querySelector('#rebar-table .rebar-select').textContent.includes('선택 1 /') && document.activeElement.matches('tr') && document.activeElement.textContent.includes('S1')`));
+  await member('날개벽');
+  check('wing review shows only relevant unresolved work', await ev(`document.getElementById('review-summary').textContent.includes('미결 2건') && document.getElementById('review-tasks').textContent.includes('E19') && document.getElementById('review-tasks').textContent.includes('V-A2')`));
+  await shot('05-review-and-materials');
+  report.fields = await ev(`[...document.querySelectorAll('.material-fields .mat')].map(label => { const r = label.getBoundingClientRect(); const c = label.querySelector('input,select').getBoundingClientRect(); return { label: label.textContent, left: r.left, top: r.top, width: r.width, controlLeft: c.left, controlRight: c.right, bottom: r.bottom }; })`);
+  check('material fields align without overlap', report.fields.every((f, i, list) => f.controlRight <= f.left + f.width + 1 && (i === 0 || f.top >= list[i - 1].bottom)));
+  check('document has no horizontal overflow at laptop width', await ev('document.documentElement.scrollWidth === innerWidth'));
+  await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
+  await click(`[...document.querySelectorAll('#rebar-pier-items button')].find(b => b.textContent.includes('P1') && !b.textContent.includes('교대'))`);
+  await member('기둥');
+  check('existing decision is not presented as unresolved', await ev(`document.getElementById('review-tasks').textContent.includes('Q-C9') && document.getElementById('review-tasks').textContent.includes('결정됨') && document.getElementById('review-summary').textContent.includes('미결 0건')`));
+  check('no runtime errors', report.errors.length === 0);
+  report.result = 'PASS';
+}
+main().catch((error) => { report.result = 'FAIL'; report.failure = error.stack; process.exitCode = 1; }).finally(async () => {
+  if (report.result === 'FAIL' && send) {
+    try { const shot = await send('Page.captureScreenshot', { format: 'png' }); fs.writeFileSync(path.join(out, 'failure.png'), Buffer.from(shot.data, 'base64')); } catch { /* preserve original failure */ }
+  }
+  report.finished = new Date().toISOString();
+  fs.writeFileSync(path.join(out, 'report.json'), JSON.stringify(report, null, 2));
+  console.log(JSON.stringify({ result: report.result, checks: report.checks.length, errors: report.errors, failure: report.failure }));
+  if (send) { try { await send('Page.close'); } catch { /* tab may already be closed */ } }
+  ws?.close();
+});

scripts/verify-merge-20261106.cjs

@@ -0,0 +1,83 @@
+// Run with Windows Node and an isolated Chrome on CDP 9444; Vite must be on 5173.
+const fs = require('node:fs'), path = require('node:path'), assert = require('node:assert/strict');
+const out = path.resolve(__dirname, '../.verify/merge-20261106');
+fs.mkdirSync(out, { recursive: true });
+const report = { checks: [], errors: [] };
+let ws, send;
+const delay = ms => new Promise(r => setTimeout(r, ms));
+(async () => {
+  const target = await (await fetch('http://127.0.0.1:9444/json/new?about:blank', { method: 'PUT' })).json();
+  ws = new WebSocket(target.webSocketDebuggerUrl);
+  await new Promise((r, j) => { ws.onopen = r; ws.onerror = j; });
+  let seq = 0; const pending = new Map();
+  ws.onmessage = ({ data }) => {
+    const m = JSON.parse(data), p = pending.get(m.id);
+    if (p) { clearTimeout(p.timer); pending.delete(m.id); m.error ? p.reject(new Error(JSON.stringify(m.error))) : p.resolve(m.result); }
+    if (m.method === 'Runtime.exceptionThrown') report.errors.push(m.params.exceptionDetails.exception?.description || m.params.exceptionDetails.text);
+  };
+  send = (method, params = {}) => new Promise((resolve, reject) => {
+    const id = ++seq, timer = setTimeout(() => reject(new Error('Timeout ' + method)), 30000);
+    pending.set(id, { resolve, reject, timer }); ws.send(JSON.stringify({ id, method, params }));
+  });
+  const ev = async expression => {
+    const r = await send('Runtime.evaluate', { expression, awaitPromise: true, returnByValue: true });
+    if (r.exceptionDetails) throw new Error(r.exceptionDetails.exception?.description || r.exceptionDetails.text);
+    return r.result.value;
+  };
+  const until = async expression => {
+    for (let i = 0; i < 120; i++) { if (await ev(expression)) return; await delay(150); }
+    throw new Error('Wait ' + expression);
+  };
+  const check = (name, value) => { assert.ok(value, name); report.checks.push(name); console.log('PASS', name); };
+  const click = expression => ev(`(()=>{const e=${expression};if(!e||e.disabled)throw new Error('Missing target');e.click();})()`);
+  const shot = async name => {
+    const r = await send('Page.captureScreenshot', { format: 'png' });
+    fs.writeFileSync(path.join(out, name + '.png'), Buffer.from(r.data, 'base64'));
+  };
+  await send('Page.enable'); await send('Runtime.enable'); await send('DOM.enable');
+  await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
+  await send('Page.navigate', { url: 'http://127.0.0.1:5173/' });
+  await until(`typeof window.openSampleProject==='function'`);
+  const fixture = await ev(`(async()=>{
+    const XLSX=await import('/node_modules/xlsx/xlsx.mjs'),{parseWorkbook}=await import('/src/core/parseWorkbook.ts');
+    const bytes=await(await fetch('/'+encodeURIComponent('도면추출')+'/samples/'+encodeURIComponent('운곡교P1입력.xlsx'))).arrayBuffer();
+    const base=parseWorkbook(XLSX.read(bytes)).piers.find(p=>p.name==='P1');
+    if(!base)throw new Error('Missing sample pier');
+    const piers=['직접기초','현장타설말뚝'].map((foundationType,i)=>{const input={...base,name:'P'+(i+1),foundationType,type:'T형',columnCount:1,groundEl:30,pileLengthMm:24000,castInPlaceShape:{clayBottomEl:16}};return{id:input.name,input,defaults:input,draft:input};});
+    return{schemaVersion:1,project:{name:'병합 검증',bridge:'검증',client:'',author:'',crs:'',memo:''},source:{fileName:'합성 표본',sheets:[]},piers,history:[]};
+  })()`);
+  const file = path.join(out, 'fixture.pzr.json'); fs.writeFileSync(file, JSON.stringify(fixture));
+  await ev('window.openSampleProject()');
+  await click(`document.querySelector('#file-menu summary')`); await click(`document.getElementById('open-project')`);
+  const doc = await send('DOM.getDocument');
+  const { nodeId } = await send('DOM.querySelector', { nodeId: doc.root.nodeId, selector: '#project-file' });
+  await send('DOM.setFileInputFiles', { nodeId, files: [file] });
+  await until(`document.querySelectorAll('#rebar-pier-items button').length===2`);
+  await click(`document.getElementById('nav-rebar')`);
+  check('local rebar screen renders', await ev(`!document.getElementById('view-rebar').hidden&&!!document.querySelector('#rebar-table table')`));
+  await click(`[...document.querySelectorAll('#rebar-pier-items button')].find(b=>b.textContent.startsWith('P2 ·'))`);
+  await click(`[...document.querySelectorAll('#rebar-tabs button')].find(b=>b.textContent.startsWith('기둥'))`);
+  check('unified cast input and physical rebar preserved', await ev(`!!document.getElementById('cip-apply')&&document.getElementById('rebar-table').textContent.includes('말뚝-P1')`));
+  await shot('01-cast');
+  await click(`[...document.querySelectorAll('button')].find(b=>b.textContent==='철근재료표 보기')`);
+  check('quantity workspace from origin renders', await ev(`!document.getElementById('view-quantity').hidden&&!!document.querySelector('.takeoff-workspace .takeoff-toolbar')`));
+  await click(`document.querySelector('[data-takeoff-mode="materials"]')`);
+  check('local material table preserved', await ev(`document.getElementById('quantity-body').textContent.includes('말뚝-P1')`));
+  await shot('02-materials');
+  await click(`document.getElementById('nav-drawing')`);
+  await until(`!!document.querySelector('#view-drawing svg')`);
+  check('origin drawing screen renders finite geometry', await ev(`!document.getElementById('view-drawing').hidden&&!/NaN|Infinity/.test(document.querySelector('#view-drawing svg').outerHTML)`));
+  await shot('03-drawing');
+  await click(`document.getElementById('nav-plan')`);
+  check('plan remains reachable after drawing', await ev(`!document.getElementById('view-plan').hidden`));
+  for (const width of [1280, 1600, 1920]) {
+    await send('Emulation.setDeviceMetricsOverride', { width, height: 1000, deviceScaleFactor: 1, mobile: false });
+    await delay(150);
+    check(`one-row header preserved at ${width}`, await ev(`document.querySelector('.top').getBoundingClientRect().height<=65&&document.documentElement.scrollWidth<=innerWidth`));
+  }
+  check('no runtime exceptions', report.errors.length === 0);
+  report.result = 'PASS';
+})().catch(e => { report.result = 'FAIL'; report.failure = e.stack; process.exitCode = 1; }).finally(() => {
+  fs.writeFileSync(path.join(out, 'report.json'), JSON.stringify(report, null, 2));
+  console.log(JSON.stringify(report)); ws?.close();
+});

scripts/verify-multicol-coping.cjs

@@ -0,0 +1,77 @@
+// Run with Windows Node against the task's isolated Chrome CDP on port 9444.
+const fs = require('node:fs');
+const path = require('node:path');
+const out = path.resolve(__dirname, '../.verify/multicol-coping-20261105');
+fs.mkdirSync(out, { recursive: true });
+(async () => {
+  const targets = await (await fetch('http://127.0.0.1:9444/json')).json();
+  const page = targets.find(t => t.type === 'page' && t.url.startsWith('http://127.0.0.1:5173'));
+  if (!page) throw new Error('Task browser page missing');
+  const ws = new WebSocket(page.webSocketDebuggerUrl);
+  await new Promise((resolve, reject) => { ws.onopen = resolve; ws.onerror = reject; });
+  let seq = 0;
+  const pending = new Map();
+  ws.onmessage = ({ data }) => {
+    const msg = JSON.parse(data);
+    const p = pending.get(msg.id);
+    if (p) { pending.delete(msg.id); clearTimeout(p.timer); msg.error ? p.reject(new Error(JSON.stringify(msg.error))) : p.resolve(msg.result); }
+  };
+  const send = (method, params = {}) => new Promise((resolve, reject) => {
+    const id = ++seq;
+    const timer = setTimeout(() => { pending.delete(id); reject(new Error(`Timeout ${method}`)); }, 20000);
+    pending.set(id, { resolve, reject, timer });
+    ws.send(JSON.stringify({ id, method, params }));
+  });
+  try {
+    await send('Emulation.setDeviceMetricsOverride', { width: 1200, height: 750, deviceScaleFactor: 1, mobile: false });
+    const results = [];
+    for (const type of ['2주형', '3주형']) {
+      const res = await send('Runtime.evaluate', { awaitPromise: true, returnByValue: true, expression: `
+        (async () => {
+          const THREE = await import('/node_modules/.vite/deps/three.js');
+          const XLSX = await import('/node_modules/xlsx/xlsx.mjs');
+          const { parseWorkbook } = await import('/src/core/parseWorkbook.ts');
+          const { buildPier } = await import('/src/core/geometry.ts');
+          const { buildPierScene } = await import('/src/view/scene.ts');
+          const buf = await (await fetch('/samples/' + encodeURIComponent('운곡교P1입력.xlsx'))).arrayBuffer();
+          const base = parseWorkbook(XLSX.read(buf)).piers.find(p => p.name === 'P1');
+          if (!base) throw new Error('P1 sample missing');
+          // 3주형 needs a 20 m coping for the 오목형 spans (P1 length leaves no flat part, RB-M01).
+          const m = buildPier({ ...base, ...(${type === '3주형'} ? { copingLengthMm: 20000 } : {}), type: ${JSON.stringify(type)}, columnCount: ${type === '2주형' ? 2 : 3} });
+          const built = buildPierScene(m);
+          const scene = new THREE.Scene(); scene.background = new THREE.Color(0xe9eef4);
+          const group = new THREE.Group();
+          group.add(built.parts.coping, built.parts.columns); scene.add(group);
+          const center = new THREE.Vector3();
+          const bounds = new THREE.Box3().setFromObject(built.parts.coping);
+          bounds.getCenter(center);
+          // Align the camera along the cross-axis to make both interior haunches visible.
+          const u = new THREE.Vector3(m.u.e, 0, -m.u.n);
+          const cross = new THREE.Vector3(m.nrm.e, 0, -m.nrm.n);
+          const camera = new THREE.PerspectiveCamera(36, 1200/750, 0.1, 1000);
+          const target = center.clone().add(new THREE.Vector3(0, -0.9, 0));
+          camera.position.copy(target).addScaledVector(cross, m.copingL * 1.6).addScaledVector(u, -m.copingL * 0.12).add(new THREE.Vector3(0,-2.5,0));
+          camera.lookAt(target);
+          scene.add(new THREE.HemisphereLight(0xffffff, 0x687784, 2.4));
+          const light = new THREE.DirectionalLight(0xffffff, 2); light.position.copy(camera.position).add(new THREE.Vector3(0,10,0)); scene.add(light);
+          const renderer = new THREE.WebGLRenderer({ antialias: true, preserveDrawingBuffer: true });
+          renderer.setSize(1200,750); renderer.localClippingEnabled = true;
+          document.body.replaceChildren(renderer.domElement); document.body.style.margin = '0';
+          renderer.render(scene,camera);
+          const profile = m.copingParts[0].profile;
+          const raised = profile.filter(([,z]) => Math.abs(z-m.levelBottom-0.5)<1e-8).length;
+          if (raised !== (m.columns.length-1)*2) throw new Error('Raised span count mismatch');
+          if (Math.abs(Math.min(...profile.map(p=>p[1]))-m.levelBottom)>1e-8) throw new Error('Underside below column Level');
+          if (!m.columns.every(c=>c.top===m.levelBottom)) throw new Error('Column connection changed');
+          return { type: ${JSON.stringify(type)}, raisedVertices: raised, levelBottom:m.levelBottom, interiorBottom:m.levelBottom+0.5, columns:m.columns.length, profile, screenshot:renderer.domElement.toDataURL('image/png') };
+        })()
+      ` });
+      if (res.exceptionDetails) throw new Error(res.exceptionDetails.exception?.description || res.exceptionDetails.text);
+      const { screenshot, ...result } = res.result.value;
+      fs.writeFileSync(path.join(out, `${type}.png`), Buffer.from(screenshot.split(',')[1], 'base64'));
+      results.push(result);
+    }
+    fs.writeFileSync(path.join(out, 'report.json'), JSON.stringify(results, null, 2));
+    console.log(JSON.stringify(results.map(({ profile, ...r }) => r)));
+  } finally { ws.close(); }
+})().catch(e => { console.error(e); process.exitCode = 1; });

scripts/verify-template-download.cjs

@@ -1,43 +0,0 @@
-// Clicks the template download button in the import dialog through Chrome DevTools
-// and reports the saved file. Run with Windows Node (same machine as Chrome):
-//   node verify-template-download.cjs "C:\\Users\\...\\Temp\\verify-downloads"
-const fs = require('fs');
-const path = require('path');
-const DL_DIR = process.argv[2];
-const CDP = 'http://127.0.0.1:9444';
-const sleep = (ms) => new Promise((r) => setTimeout(r, ms));
-
-async function main() {
-  fs.mkdirSync(DL_DIR, { recursive: true });
-  const page = (await (await fetch(`${CDP}/json`)).json()).find((t) => t.type === 'page');
-  const ws = new WebSocket(page.webSocketDebuggerUrl);
-  await new Promise((res, rej) => { ws.onopen = res; ws.onerror = rej; });
-  let seq = 0;
-  const waiting = new Map();
-  ws.onmessage = (ev) => {
-    const m = JSON.parse(ev.data);
-    if (m.id && waiting.has(m.id)) { waiting.get(m.id)(m); waiting.delete(m.id); }
-  };
-  const send = (method, params = {}) => new Promise((res) => {
-    const id = ++seq; waiting.set(id, res); ws.send(JSON.stringify({ id, method, params }));
-  });
-  const evalJs = async (expression) => {
-    const r = await send('Runtime.evaluate', { expression, awaitPromise: true, returnByValue: true });
-    if (r.result.exceptionDetails) throw new Error(JSON.stringify(r.result.exceptionDetails).slice(0, 300));
-    return r.result.result.value;
-  };
-  await send('Page.enable');
-  await send('Runtime.enable');
-  await send('Browser.setDownloadBehavior', { behavior: 'allow', downloadPath: DL_DIR, eventsEnabled: false });
-  await send('Page.navigate', { url: 'http://127.0.0.1:5173/' });
-  await sleep(4000);
-  await evalJs(`document.getElementById('open-import').click()`);
-  await sleep(500);
-  await evalJs(`document.getElementById('download-template').click()`);
-  await sleep(4000);
-  const files = fs.readdirSync(DL_DIR);
-  console.log('DOWNLOADED', JSON.stringify(files));
-  for (const f of files) console.log('SIZE', f, fs.statSync(path.join(DL_DIR, f)).size);
-  ws.close();
-}
-main().catch((e) => { console.error('FAILED', e); process.exit(1); });

scripts/verify-ui.cjs

@@ -1,113 +0,0 @@
-// UI verification driven through the Chrome DevTools Protocol.
-// Run with Windows Node (same machine as Chrome), e.g.:
-//   node verify-ui.cjs "C:\\Users\\...\\input.xlsx" "\\\\wsl.localhost\\Ubuntu\\...\\shots"
-// Chrome must be started with --remote-debugging-port=9444 (see DOC/05_검증).
-const fs = require('fs');
-const path = require('path');
-
-const APP_URL = process.env.APP_URL || 'http://127.0.0.1:5173/';
-const CDP = process.env.CDP || 'http://127.0.0.1:9444';
-const INPUT_FILE = process.argv[2];
-const OUT_DIR = process.argv[3];
-if (!INPUT_FILE || !OUT_DIR) throw new Error('INPUT_FILE and OUT_DIR are required');
-
-const sleep = (ms) => new Promise((r) => setTimeout(r, ms));
-
-async function main() {
-  const targets = await (await fetch(`${CDP}/json`)).json();
-  const page = targets.find((t) => t.type === 'page');
-  if (!page) throw new Error('no page target');
-  const ws = new WebSocket(page.webSocketDebuggerUrl);
-  await new Promise((res, rej) => {
-    ws.onopen = res;
-    ws.onerror = rej;
-  });
-
-  let seq = 0;
-  const waiting = new Map();
-  // Console and exception events, collected from the first navigation onward (V10 ③).
-  const consoleEvents = [];
-  ws.onmessage = (ev) => {
-    const m = JSON.parse(ev.data);
-    if (m.id && waiting.has(m.id)) {
-      waiting.get(m.id)(m);
-      waiting.delete(m.id);
-    } else if (m.method === 'Runtime.consoleAPICalled' && ['error', 'warning'].includes(m.params.type)) {
-      const text = m.params.args.map((a) => a.value ?? a.description ?? '').join(' ');
-      consoleEvents.push(`console.${m.params.type}: ${text}`);
-    } else if (m.method === 'Runtime.exceptionThrown') {
-      const d = m.params.exceptionDetails;
-      consoleEvents.push(`exception: ${d.exception?.description || d.text}`);
-    } else if (m.method === 'Log.entryAdded' && ['error', 'warning'].includes(m.params.entry.level)) {
-      consoleEvents.push(`log.${m.params.entry.level}: ${m.params.entry.text} ${m.params.entry.url || ''}`.trim());
-    }
-  };
-  const send = (method, params = {}) =>
-    new Promise((res) => {
-      const id = ++seq;
-      waiting.set(id, res);
-      ws.send(JSON.stringify({ id, method, params }));
-    });
-  const evalJs = async (expression) => {
-    const r = await send('Runtime.evaluate', { expression, awaitPromise: true, returnByValue: true });
-    if (r.result.exceptionDetails) throw new Error(JSON.stringify(r.result.exceptionDetails).slice(0, 400));
-    return r.result.result.value;
-  };
-  const shot = async (name) => {
-    const r = await send('Page.captureScreenshot', { format: 'png' });
-    fs.writeFileSync(path.join(OUT_DIR, name), Buffer.from(r.result.data, 'base64'));
-    console.log(`SHOT ${name}`);
-  };
-
-  await send('Page.enable');
-  await send('Runtime.enable');
-  await send('Log.enable');
-  await send('DOM.enable');
-  await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
-  await send('Page.navigate', { url: APP_URL });
-  await sleep(4000);
-
-  // V11 — dialog with the user's three-sheet workbook.
-  await evalJs(`document.getElementById('open-import').click()`);
-  await sleep(500);
-  await evalJs(`(() => { const i = document.getElementById('project-name'); i.value = '운곡교 검증';
-    i.dispatchEvent(new Event('input')); return true; })()`);
-  const doc = await send('DOM.getDocument', { depth: -1 });
-  const q = await send('DOM.querySelector', { nodeId: doc.result.root.nodeId, selector: '#file' });
-  await send('DOM.setFileInputFiles', { nodeId: q.result.nodeId, files: [INPUT_FILE] });
-  await sleep(3000);
-
-  console.log('SHEETS_TEXT_BEGIN');
-  console.log(await evalJs(`document.getElementById('sheets').innerText`));
-  console.log('SHEETS_TEXT_END');
-  console.log('SELECTED', await evalJs(`document.getElementById('dlg-selected').textContent`));
-  console.log('APPLY', await evalJs(`(() => { const b = document.getElementById('dlg-apply');
-    return b.textContent + ' | disabled=' + b.disabled; })()`));
-  await shot('v11_dialog_user_file.png');
-
-  await evalJs(`document.getElementById('dlg-apply').click()`);
-  await sleep(2000);
-  console.log('STATUS', await evalJs(`document.getElementById('status').textContent`));
-  console.log('PIERS', await evalJs(`[...document.querySelectorAll('#pier-items li')].map(li => li.textContent.trim()).join(' | ')`));
-  console.log('RESULT_AXIS', await evalJs(`document.getElementById('res-axis').innerText.replace(/\\n+/g, ' / ')`));
-  console.log('RESULT_FOUND', await evalJs(`document.getElementById('res-found').innerText.replace(/\\n+/g, ' / ')`));
-  await shot('v11_main_user_file.png');
-
-  // V10 ② — the four view presets.
-  for (const label of ['정면', '측면', '평면', '아이소']) {
-    await evalJs(`[...document.querySelectorAll('#views button')].find((b) => b.textContent === '${label}').click()`);
-    await sleep(1500);
-    await shot(`v10_view_${label}.png`);
-    console.log('PRESSED', label, await evalJs(`[...document.querySelectorAll('#views button')].filter((b) => b.getAttribute('aria-pressed') === 'true').map((b) => b.textContent).join(',')`));
-  }
-
-  // V10 ③ — every console error/warning and uncaught exception seen during the run above.
-  console.log(`CONSOLE_EVENTS ${consoleEvents.length}`);
-  for (const e of consoleEvents) console.log(`  ${e}`);
-  ws.close();
-}
-
-main().catch((e) => {
-  console.error('FAILED', e);
-  process.exit(1);
-});

scripts/verify-unified-input.cjs

@@ -0,0 +1,151 @@
+// Run with Windows Node against an isolated Chrome CDP session (port 9444).
+const fs = require('node:fs');
+const path = require('node:path');
+const assert = require('node:assert/strict');
+const out = path.resolve(__dirname, '../.verify/unified-input-20261106');
+fs.mkdirSync(out, { recursive: true });
+const report = { checks: [], errors: [], layouts: [] };
+const delay = ms => new Promise(resolve => setTimeout(resolve, ms));
+let ws, send;
+(async () => {
+  const target = await (await fetch('http://127.0.0.1:9444/json/new?about:blank', { method: 'PUT' })).json();
+  ws = new WebSocket(target.webSocketDebuggerUrl);
+  await new Promise((resolve, reject) => { ws.onopen = resolve; ws.onerror = reject; });
+  let seq = 0, download;
+  const pending = new Map(), completed = new Set();
+  ws.onmessage = ({ data }) => {
+    const m = JSON.parse(data), p = pending.get(m.id);
+    if (p) { clearTimeout(p.timer); pending.delete(m.id); m.error ? p.reject(new Error(JSON.stringify(m.error))) : p.resolve(m.result); }
+    if (m.method === 'Runtime.exceptionThrown') report.errors.push(m.params.exceptionDetails.exception?.description || m.params.exceptionDetails.text);
+    if (m.method === 'Browser.downloadWillBegin') download = m.params.guid;
+    if (m.method === 'Browser.downloadProgress' && m.params.state === 'completed') completed.add(m.params.guid);
+  };
+  send = (method, params = {}) => new Promise((resolve, reject) => {
+    const id = ++seq, timer = setTimeout(() => { pending.delete(id); reject(new Error(`Timeout ${method}`)); }, 25000);
+    pending.set(id, { resolve, reject, timer }); ws.send(JSON.stringify({ id, method, params }));
+  });
+  const ev = async expression => {
+    const r = await send('Runtime.evaluate', { expression, awaitPromise: true, returnByValue: true });
+    if (r.exceptionDetails) throw new Error(r.exceptionDetails.exception?.description || r.exceptionDetails.text);
+    return r.result.value;
+  };
+  const until = async expression => { for (let i = 0; i < 100; i++) { if (await ev(expression)) return; await delay(150); } throw new Error(`Wait failed: ${expression}`); };
+  const click = expression => ev(`(() => { const e = ${expression}; if (!e || e.disabled) throw new Error('Missing/disabled target'); e.click(); })()`);
+  const check = (name, pass) => { assert.ok(pass, name); report.checks.push(name); console.log('PASS', name); };
+  const set = (id, value) => ev(`(() => {const e=document.getElementById(${JSON.stringify(id)}); e.value=${JSON.stringify(String(value))}; e.dispatchEvent(new Event(e.tagName==='SELECT'?'change':'input',{bubbles:true}));})()`);
+  const shot = async name => { const r = await send('Page.captureScreenshot', { format: 'png' }); fs.writeFileSync(path.join(out, name + '.png'), Buffer.from(r.data, 'base64')); };
+  const member = text => click(`[...document.querySelectorAll('#rebar-tabs button')].find(b => b.textContent.startsWith(${JSON.stringify(text)}))`);
+  const selectPier = name => click(`[...document.querySelectorAll('#rebar-pier-items button')].find(b=>b.textContent.startsWith(${JSON.stringify(name+' ·')}))`);
+  const open = async name => {
+    await click(`document.querySelector('#file-menu summary')`);
+    await click(`document.getElementById('open-project')`);
+    const doc = await send('DOM.getDocument');
+    const { nodeId } = await send('DOM.querySelector', { nodeId: doc.root.nodeId, selector: '#project-file' });
+    await send('DOM.setFileInputFiles', { nodeId, files: [name] });
+  };
+  await send('Page.enable'); await send('Runtime.enable'); await send('DOM.enable');
+  await send('Emulation.setDeviceMetricsOverride', { width: 1600, height: 1000, deviceScaleFactor: 1, mobile: false });
+  const downloads = path.join(out, 'downloads'); fs.mkdirSync(downloads, { recursive: true });
+  await send('Browser.setDownloadBehavior', { behavior: 'allowAndName', downloadPath: downloads, eventsEnabled: true });
+  await send('Page.navigate', { url: 'http://127.0.0.1:5173/' });
+  await until(`typeof window.openSampleProject==='function'`);
+  const fixture = await ev(`(async () => {
+    const XLSX=await import('/node_modules/xlsx/xlsx.mjs');
+    const {parseWorkbook}=await import('/src/core/parseWorkbook.ts');
+    const bytes=await (await fetch('/samples/'+encodeURIComponent('운곡교P1입력.xlsx'))).arrayBuffer();
+    const base=parseWorkbook(XLSX.read(bytes)).piers.find(p=>p.name==='P1');
+    const piers=[];
+    for(const [type,columnCount] of [['T형',1],['2주형',2],['3주형',3]]) for(const foundationType of ['현장타설말뚝','직접기초','말뚝기초']) {
+      const input={...base,name:'P'+(piers.length+1),type,columnCount,foundationType};
+      piers.push({id:input.name,input,defaults:input,draft:input});
+    }
+    return {schemaVersion:1,project:{name:'입력 통합 검증',bridge:'검증',client:'',author:'',crs:'',memo:''},source:{fileName:'합성 표본',sheets:[]},piers,history:[]};
+  })()`);
+  fixture.project.name = '아주 긴 프로젝트명으로 말줄임과 한 줄 헤더를 검증하는 프로젝트';
+  fixture.project.bridge = fixture.project.name;
+  fixture.piers[0].input.castInPlaceRebar = {
+    column: { mainCount: 46, mainDiameterMm: 32, coverMm: 100, coverReference: 'main-center' },
+    pile: { mainCount: 48, mainDiameterMm: 32, coverMm: 100, coverReference: 'clear', tieKind: 'spiral', tieSpacingMm: 200, cageLengthMm: 12000 },
+    connection: { mode: 'coupler', couplerLengthMm: 165 },
+  };
+  fixture.piers[0].draft = fixture.piers[0].input;
+  const fixturePath = path.join(out, 'fixture.pzr.json'); fs.writeFileSync(fixturePath, JSON.stringify(fixture));
+  await ev('window.openSampleProject()'); await open(fixturePath);
+  await until(`document.querySelectorAll('#rebar-pier-items button').length===9`);
+  await click(`document.getElementById('nav-rebar')`);
+  for (let i = 1; i <= 9; i++) {
+    const cast = [1, 4, 7].includes(i);
+    await selectPier('P'+i); await member('기둥');
+    check(`P${i}: correct foundation-specific member list and editor`, await ev(cast
+      ? `document.querySelectorAll('#rebar-tabs button').length===3 && !!document.querySelector('[data-cast-part="combined"]') && ![...document.querySelectorAll('#rebar-tabs button')].some(b=>b.textContent.includes('확대기초'))`
+      : `!!document.getElementById('column-nDiv') && [...document.querySelectorAll('#rebar-tabs button')].some(b=>b.textContent.startsWith('확대기초')) && !document.querySelector('[data-cast-part]')`));
+  }
+  await selectPier('P4'); await member('기둥');
+  check('equal defaults show one shared value with exceptions collapsed', await ev(`!document.getElementById('cip-exceptions').open && document.getElementById('cip-common-mainCount').value==='46'`));
+  await set('cip-common-coverMm', 120); await set('cip-common-coverReference', 'clear'); await click(`document.getElementById('cip-apply')`);
+  check('explicit common cover and reference apply to both segments', await ev(`document.getElementById('cip-column-coverMm').value==='120' && document.getElementById('cip-pile-coverMm').value==='120' && document.getElementById('cip-column-coverReference').value==='clear' && document.getElementById('cip-pile-coverReference').value==='clear'`));
+  await selectPier('P1'); await member('기둥');
+  check('unequal counts and equal cover numbers with different references remain distinct', await ev(`document.getElementById('cip-exceptions').open && document.getElementById('cip-common-mainCount').value==='' && document.getElementById('cip-common-coverMm').value==='' && document.getElementById('cip-column-mainCount').value==='46' && document.getElementById('cip-pile-mainCount').value==='48'`));
+  check('one connection editor and one save button', await ev(`document.querySelectorAll('#cip-connection-mode').length===1 && document.querySelectorAll('#cip-apply').length===1`));
+  await set('cip-common-innerMainDiameterMm', 35.8); await click(`document.getElementById('cip-apply')`);
+  check('shared edit updates both segments and preserves unrelated exceptions', await ev(`document.getElementById('cip-column-innerMainDiameterMm').value==='35.8' && document.getElementById('cip-pile-innerMainDiameterMm').value==='35.8' && document.getElementById('cip-column-mainCount').value==='46' && document.getElementById('cip-pile-mainCount').value==='48' && document.getElementById('cip-pile-coverReference').value==='clear' && document.getElementById('cip-column-coverReference').value==='main-center'`));
+  await set('cip-pile-cageLengthMm', 999999); await click(`document.getElementById('cip-apply')`);
+  check('invalid cage length is rejected inline', await ev(`document.querySelector('[data-cast-part]').textContent.includes('철근망 길이가 말뚝 길이보다')`));
+  await set('cip-pile-cageLengthMm', 12000); await set('cip-common-mainCount', 46.5); await click(`document.getElementById('cip-apply')`);
+  check('fractional main counts are rejected', await ev(`document.querySelector('[role="status"]').textContent!==undefined && document.querySelector('[data-cast-part]').textContent.includes('양수 정수')`));
+  await set('cip-common-mainCount', 50); await set('cip-pile-mainCount', 52); await set('cip-connection-mode', 'continuous');
+  await click(`document.getElementById('cip-apply')`);
+  check('explicit pile exception overrides a shared edit without changing column', await ev(`document.getElementById('cip-column-mainCount').value==='50' && document.getElementById('cip-pile-mainCount').value==='52' && document.getElementById('cip-pile-tieSpacingMm').value==='200' && document.getElementById('cip-connection-couplerLengthMm').value==='165'`));
+  check('pending review remains visible', await ev(`document.getElementById('review-tasks').textContent.includes('CP-F1') && document.getElementById('nav-rebar').getAttribute('aria-label').includes('현장타설 배근 미확정')`));
+  await shot('01-unified-input');
+  for (const width of [1280,1600,1920]) {
+    await send('Emulation.setDeviceMetricsOverride', { width, height: 1000, deviceScaleFactor: 1, mobile: false }); await delay(200);
+    const layout = await ev(`(() => {const h=document.querySelector('.top'),r=h.getBoundingClientRect();return {width:innerWidth,height:r.height,overflow:document.documentElement.scrollWidth>innerWidth,rows:[...h.children].map(e=>Math.round(e.getBoundingClientRect().top)),project:document.getElementById('project-line').textContent};})()`);
+    report.layouts.push(layout);
+    check(`header ${width}: single row and no document overflow`, layout.height<=65 && !layout.overflow);
+    await shot('header-'+width);
+  }
+  check('duplicate project/bridge name is omitted while full title remains available', await ev(`document.getElementById('project-line').title===${JSON.stringify(fixture.project.name+' · 교각 9기')}`));
+  await click(`document.querySelector('#file-menu summary')`);
+  check('file menu opens', await ev(`document.getElementById('file-menu').open`));
+  await ev(`document.getElementById('open-project').focus()`);
+  await send('Input.dispatchKeyEvent', { type: 'keyDown', key: 'Escape', code: 'Escape', windowsVirtualKeyCode: 27 });
+  check('Escape closes the menu and restores summary focus', await ev(`!document.getElementById('file-menu').open && document.activeElement===document.querySelector('#file-menu summary')`));
+  await send('Input.dispatchKeyEvent', { type: 'keyDown', key: 'Enter', code: 'Enter', text: '\r', windowsVirtualKeyCode: 13 });
+  await send('Input.dispatchKeyEvent', { type: 'keyUp', key: 'Enter', code: 'Enter', windowsVirtualKeyCode: 13 });
+  check('keyboard Enter opens the native file menu', await ev(`document.getElementById('file-menu').open`));
+  await send('Input.dispatchKeyEvent', { type: 'keyDown', key: 'Tab', code: 'Tab', windowsVirtualKeyCode: 9 });
+  await send('Input.dispatchKeyEvent', { type: 'keyUp', key: 'Tab', code: 'Tab', windowsVirtualKeyCode: 9 });
+  check('Tab reaches the Excel import action', await ev(`document.activeElement.id==='open-import'`));
+  await click(`document.getElementById('open-import')`);
+  check('Excel action opens the existing import dialog and closes the menu', await ev(`!document.getElementById('file-menu').open && !!document.querySelector('dialog[open]')`));
+  await ev(`document.querySelector('dialog[open]').close()`);
+  await click(`document.getElementById('save-project')`);
+  if (await ev(`document.getElementById('save-dialog').open`)) await click(`document.getElementById('sv-save')`);
+  for (let i=0;i<120 && !(download && completed.has(download));i++) await delay(150);
+  assert.ok(download && completed.has(download), 'download completes');
+  const savedText = fs.readFileSync(path.join(downloads,download), 'utf8');
+  const saved = JSON.parse(savedText).piers.find(p=>p.input.name==='P1').input.castInPlaceRebar;
+  check('download retains independent segment settings and connection schema', saved.column.mainCount===50 && saved.pile.mainCount===52 && saved.pile.coverReference==='clear' && saved.column.coverReference==='main-center' && saved.connection.mode==='continuous' && !saved.common);
+  const savedPath = path.join(out,'saved.pzr.json'); fs.writeFileSync(savedPath,savedText);
+  await send('Page.navigate', { url: 'http://127.0.0.1:5173/' }); await until(`typeof window.openSampleProject==='function'`);
+  await ev('window.openSampleProject()'); await open(savedPath); await until(`document.querySelectorAll('#rebar-pier-items button').length===9`);
+  await click(`document.getElementById('nav-rebar')`); await selectPier('P1'); await member('기둥');
+  check('fresh-page restore retains exceptions and shared changes', await ev(`document.getElementById('cip-exceptions').open && document.getElementById('cip-column-mainCount').value==='50' && document.getElementById('cip-pile-mainCount').value==='52' && document.getElementById('cip-pile-innerMainDiameterMm').value==='35.8' && document.getElementById('cip-connection-mode').value==='continuous'`));
+  // Follow dedicated warnings to verify both segment targets resolve to one card.
+  for (const text of ['RB-CIP01', 'RB-CIP02', 'RB-F00']) {
+    await click(`[...document.querySelectorAll('#rebar-issues li')].find(e=>e.textContent.includes(${JSON.stringify(text)}))?.querySelector('button')`);
+    check(`${text}: warning opens unified editor`, await ev(`!!document.getElementById('cip-apply') && document.querySelector('#rebar-tabs button[aria-pressed="true"]').textContent.startsWith('기둥·말뚝')`));
+  }
+  // ④ is no longer a header step (header ①②③, 2026-11-06): open the 재료표 from ③.
+  await click(`document.getElementById('nav-rebar')`);
+  await click(`[...document.querySelectorAll('button')].find(b=>b.textContent==='철근재료표 보기')`);
+  check('quantity remains explicitly incomplete', await ev(`document.getElementById('quantity-body').textContent.includes('전체 수량 미완료')`));
+  check('no runtime exceptions', report.errors.length===0);
+  report.result='PASS';
+})().catch(e=>{report.result='FAIL';report.failure=e.stack;process.exitCode=1;}).finally(async()=>{
+  if(report.result==='FAIL' && send) try {const r=await send('Page.captureScreenshot',{format:'png'});fs.writeFileSync(path.join(out,'failure.png'),Buffer.from(r.data,'base64'));}catch{}
+  fs.writeFileSync(path.join(out,'report.json'),JSON.stringify(report,null,2));
+  console.log(JSON.stringify({result:report.result,checks:report.checks.length,failure:report.failure}));
+  ws?.close();
+});

src/core/abut/bearing-table.ts

@@ -0,0 +1,192 @@
+/**
+ * 교대 받침 카드 (2026-11-03, 시안 ② 교량받침·받침블럭·솔플레이트, 교각 카드와 같은 형식). 순수 함수.
+ *
+ * - 솔플레이트 (결정 2026-11-06, spec_abut §5·QA-15, src/core/sole-plate.ts): S = 같은 거더의 짝 받침(A1 ↔ P1 전열,
+ *   A2 ↔ Pn)으로 계산, 짝이 없으면 교대 종단경사 i(엑셀 Abut). L = A + 100, W = B + 100 (A × B 기본 700 × 640, 교각 P1
+ *   전열 값 가정). 받침이 1열이라 T는 교대 전체에 하나: max(22, ⌈22 + L·|S|/2⌉). 거더 하면 고정 → 블럭 상면 = z − (T − T_ref).
+ * - h3 기본값 = 받침 시트의 받침높이 − T_ref (A1 275 − 30 = 245): 엑셀 받침높이가 정한 거더 하면을 그대로 둔다
+ *   (시안은 교각 P1의 h3 181을 가정했으나 교대 시트에 받침높이가 있어 그 값을 지킨다).
+ * - 높이: E = h1 (블럭 콘크리트) + h2 (몰탈패드 50) + h3 + h4 (= T). z = 패드 상면 = EL.X.
+ */
+import type { BearingPair } from '../bearing-pair';
+import { type BearingSole, SOLE_DEFAULTS, structureSoles } from '../sole-plate';
+import { ABUT_PAD_MM, type AbutModel } from './geometry';
+import type { AbutMembers } from './members';
+
+/** 교대 솔플레이트 입력 (2026-11-06). Every value optional; absent = the default. */
+export interface AbutBearingRule {
+  /** 받침 본체 높이 h3 (mm). Absent = 받침높이 − T_ref. */
+  h3Mm?: number;
+  tRefMm: number;
+  tMinMm: number;
+  /** 솔플 여유 L − A = W − B (mm). */
+  marginMm: number;
+  /** 받침 평면 A (거더 방향) × B (mm), every bearing. */
+  aMm: number;
+  bMm: number;
+  /** T typed (mm). Absent = 자동. */
+  tMm?: number;
+  /** S typed for every bearing (%). Absent = 짝 받침 계산. */
+  slopePct?: number;
+}
+
+export const ABUT_BEARING_RULE_DEFAULT: AbutBearingRule = { tRefMm: SOLE_DEFAULTS.tRefMm, tMinMm: SOLE_DEFAULTS.tMinMm, marginMm: SOLE_DEFAULTS.marginMm, aMm: SOLE_DEFAULTS.aMm, bMm: SOLE_DEFAULTS.bMm };
+/** 받침블럭 평면 (mm, 정사각) and 몰탈패드 평면 (mm), spec_abut §4.2. */
+export const ABUT_BLOCK_MM = 1200;
+export const ABUT_PAD_PLAN_MM = 1000;
+/** I01: 블럭 콘크리트 높이가 피복 50 + 철근 지름 13보다 작으면 블럭 철근을 교좌면 아래로 묻는다 (spec_abut §6.6). */
+const I01_MIN_MM = 50 + 13;
+
+const CIRCLED = ['①', '②', '③', '④', '⑤', '⑥', '⑦', '⑧', '⑨', '⑩'];
+
+/** Keys the 2026-11-06 rule reads; values stored by the C안 (lengthMm, widthMm, kind) are ignored. */
+const RULE_KEYS = ['h3Mm', 'tRefMm', 'tMinMm', 'marginMm', 'aMm', 'bMm', 'tMm', 'slopePct'] as const;
+
+export function resolveBearingRule(changes?: Partial<AbutBearingRule> & Record<string, unknown>): AbutBearingRule {
+  const own = Object.fromEntries(Object.entries(changes ?? {}).filter(([k]) => (RULE_KEYS as readonly string[]).includes(k)));
+  return { ...ABUT_BEARING_RULE_DEFAULT, ...own };
+}
+
+/** Bridge context of the abutment card: the girder pairs and the 교대 종단경사 i (decimal). */
+export interface AbutSoleContext {
+  pairs?: BearingPair[];
+  slopeI?: number;
+  /** 엑셀 방위각 per bearing number (deg model 진북), when an applied 계산 방위각 is in the model. */
+  inputAzimuthDeg?: Record<string, number>;
+}
+
+/** Solplate of every bearing of the abutment (one row). */
+export function abutSoles(model: AbutModel, rule: AbutBearingRule, heightMm: number, ctx: AbutSoleContext = {}): BearingSole[] {
+  const plates = Object.fromEntries(model.bearings.map((b) => [String(b.no), { aMm: rule.aMm, bMm: rule.bMm }]));
+  return structureSoles(
+    model.name,
+    model.bearings.map((b) => ({ no: b.no, row: '1열', azimuthDeg: b.azimuthDeg ?? 0, inputAzimuthDeg: ctx.inputAzimuthDeg?.[String(b.no)] })),
+    {
+      h3Mm: rule.h3Mm ?? heightMm - rule.tRefMm, tRefMm: rule.tRefMm, tMinMm: rule.tMinMm, marginMm: rule.marginMm, plates,
+      tByRow: rule.tMm === undefined ? undefined : { '1열': rule.tMm },
+      slopePct: rule.slopePct === undefined ? undefined : Object.fromEntries(model.bearings.map((b) => [String(b.no), rule.slopePct!])),
+    },
+    ctx.pairs ?? [],
+    ctx.slopeI === undefined ? undefined : ctx.slopeI * 100,
+  );
+}
+
+export interface AbutElevationRow {
+  no: number;
+  /** IP3(① 쪽)에서 잰 위치 (m). */
+  sFromIp3M: number;
+  seg: string;
+  seatEl: number;
+  h1: number;
+  h2: number;
+  /** 패드 상면 = EL.X (m). */
+  z: number;
+  h3: number;
+  h4: number;
+  E: number;
+  /** 솔플레이트 상면 EL (m) = 교좌면 + E. */
+  solplateTopEl: number;
+  /** 블럭 끝에서 가장 가까운 계단 경계까지 (m). 경계가 없으면 null. */
+  stepGapM: number | null;
+  /** 받침 방위각 (deg): CAD (엑셀 값, 동 = 0° 반시계) / 진북 (북에서 시계). 입력이 없으면 null. */
+  azimuthCadDeg: number | null;
+  azimuthNorthDeg: number | null;
+  /** 블럭 평면 회전 (deg), 교대축 직각 기준. */
+  rotDeg: number;
+}
+
+export function abutElevationRows(model: AbutModel, rule: AbutBearingRule, heightMm: number, ctx: AbutSoleContext = {}): AbutElevationRow[] {
+  const half = ABUT_BLOCK_MM / 2000;
+  const soles = new Map(abutSoles(model, rule, heightMm, ctx).map((x) => [x.no, x]));
+  return model.bearings.map((b) => {
+    const plan = soles.get(b.no)!;
+    // 거더 하면 고정: the block concrete loses T − T_ref (2026-11-06, Q-SH7).
+    const h1 = b.blockHeightMm - ABUT_PAD_MM - plan.dropMm;
+    const E = h1 + ABUT_PAD_MM + plan.h3 + plan.T;
+    const gaps = model.stepBounds.map((x) => Math.abs(x - b.s) - half);
+    return {
+      no: b.no,
+      sFromIp3M: model.length - b.s,
+      seg: CIRCLED[b.no - 1] ?? String(b.no),
+      seatEl: b.seatEl,
+      h1,
+      h2: ABUT_PAD_MM,
+      z: b.z - plan.dropMm / 1000,
+      h3: plan.h3,
+      h4: plan.T,
+      E,
+      solplateTopEl: b.seatEl + E / 1000,
+      stepGapM: gaps.length ? Math.min(...gaps) : null,
+      azimuthCadDeg: b.azimuthDeg === undefined ? null : (((90 - b.azimuthDeg) % 360) + 360) % 360,
+      azimuthNorthDeg: b.azimuthDeg === undefined ? null : ((b.azimuthDeg % 360) + 360) % 360,
+      rotDeg: b.rotDeg,
+    };
+  });
+}
+
+export interface AbutSolplateRow {
+  no: number;
+  /** 기울기 (%). */
+  S: number;
+  /** S 근거 (계산 / 입력 / 가정 / 수정됨 / 없음) and the 짝 받침, e.g. "P1-①". */
+  source: string;
+  pair?: string;
+  /** 방위각 검사 (″): input azimuth against the pair direction; absent without a pair. */
+  azimuthSec?: number;
+  pairKind?: 'girder' | 'chord';
+  /** 방위각 입력 (엑셀) and 계산 (짝 받침), deg model 진북; 계산 absent without a pair. */
+  azimuthInputDeg: number;
+  azimuthCalcDeg?: number;
+  L: number;
+  W: number;
+  T: number;
+  T1: number;
+  T2: number;
+  /** 검산 문구 "T1 − T2 ≈ L·|S|/100" (W08, 1 mm 이내). */
+  check: string;
+  warnings: string[];
+}
+
+export function abutSolplateRows(model: AbutModel, rule: AbutBearingRule, heightMm: number, ctx: AbutSoleContext = {}): AbutSolplateRow[] {
+  return abutSoles(model, rule, heightMm, ctx).map((p) => {
+    const rhs = (p.L * Math.abs(p.slopePct)) / 100;
+    return {
+      no: p.no, S: p.slopePct, source: p.slopeSource, azimuthSec: p.azimuthCheckSec, azimuthInputDeg: p.azimuthInputDeg, azimuthCalcDeg: p.azimuthCalcDeg,
+      pair: p.pair ? `${p.pair.structure}-${CIRCLED[p.pair.no - 1] ?? p.pair.no}${p.pairKind === 'chord' ? ' (현)' : ''}` : undefined, pairKind: p.pairKind,
+      L: p.L, W: p.W, T: p.T, T1: p.T1, T2: p.T2,
+      check: `${p.T1 - p.T2} ≈ ${rhs.toFixed(1)} ${Math.abs(p.T1 - p.T2 - rhs) <= 1 + 1e-9 ? '일치' : '불일치 (W08)'}`,
+      warnings: p.warnings,
+    };
+  });
+}
+
+/** Input problems of the 교대 솔플레이트 입력. Empty when it can build a solplate. */
+export function abutBearingRuleIssues(rule: AbutBearingRule, heightMm: number): string[] {
+  const out: string[] = [];
+  for (const k of ['tRefMm', 'tMinMm', 'aMm', 'bMm'] as const) if (!(Number.isFinite(rule[k]) && rule[k] > 0)) out.push(`${k}는 0보다 커야 합니다.`);
+  if (!(Number.isFinite(rule.marginMm) && rule.marginMm >= 0)) out.push('솔플 여유는 0 이상이어야 합니다.');
+  if (rule.tMm !== undefined && !(Number.isFinite(rule.tMm) && rule.tMm > 0)) out.push('T는 0보다 커야 합니다.');
+  if (rule.slopePct !== undefined && !Number.isFinite(rule.slopePct)) out.push('S는 숫자여야 합니다.');
+  const h3 = rule.h3Mm ?? heightMm - rule.tRefMm;
+  if (!(Number.isFinite(h3) && h3 > 0)) out.push(`받침 높이 h3 (${h3})는 0보다 커야 합니다. 받침높이 ${heightMm}와 T_ref를 확인하세요.`);
+  return out;
+}
+
+/** 검사 줄 (시안): W02 블럭 콘크리트, W04 블럭이 교좌면 안, W03 블럭 끝 ~ 계단 경계, I01 블럭 철근. 문제 없으면 "없음". */
+export function abutBearingChecks(model: AbutModel, members: AbutMembers, rule: AbutBearingRule, heightMm: number, ctx: AbutSoleContext = {}): string[] {
+  const rows = abutElevationRows(model, rule, heightMm, ctx);
+  const minH1 = Math.min(...rows.map((r) => r.h1));
+  const half = ABUT_BLOCK_MM / 2000;
+  // Block plan across the wall: centre t = frontSide × lateral, between the 흉벽 front (t 0) and the 벽체 front.
+  const tCentres = model.bearings.map((b) => model.frontSide * b.lateral);
+  const backGap = Math.min(...tCentres.map((t) => t - half));
+  const frontGap = Math.min(...tCentres.map((t) => members.shape.wallFrontM - (t + half)));
+  const stepGaps = rows.map((r) => r.stepGapM).filter((g): g is number => g !== null);
+  const minStep = stepGaps.length ? Math.min(...stepGaps) : null;
+  return [
+    `블럭 콘크리트 ${minH1} > 0 (W02 ${minH1 > 0 ? '없음' : '있음'})`,
+    `블럭이 교좌면 안 (흉벽 ${Math.round(backGap * 1000)} · 전면 ${Math.round(frontGap * 1000)}, W04 ${backGap >= 0 && frontGap >= 0 ? '없음' : '있음'})`,
+    minStep === null ? '블럭 끝 ~ 계단 경계: 경계 없음 (W03 없음)' : `블럭 끝 ~ 계단 경계 최소 ${minStep.toFixed(3)} m (W03 ${minStep >= 0 ? '없음' : '있음'})`,
+    `${minH1} ≥ ${I01_MIN_MM} → I01 ${minH1 >= I01_MIN_MM ? '없음' : '있음 (블럭 철근을 교좌면 아래로)'}`,
+  ];
+}

src/core/abut/edit.ts

@@ -0,0 +1,297 @@
+/**
+ * 교대 입력 편집 (2026-11-03, 교대 편집 카드): changes one value of an abutment record with checks. Pure: it returns a new
+ * record and never changes the old one. Errors are in Korean and name the field.
+ */
+import type { AbutRecord } from './parse';
+import type { WingForm } from './geometry';
+import { WING_DIMS_DEFAULT, wingDimsIssues, type WingDims } from './wings';
+import { ABUT_SHAPE_DEFAULT, normalizeShape, shapeIssues, type AbutShape } from './shape';
+import { resolveSlab, slabIssues, type AbutSlab, type SlabForm } from './slab';
+import type { AbutGround } from './ground';
+import { footingRebarIssues, resolveFootingRebar, type AbutFootingRebarSettings } from './rebar/footing';
+import { resolveWallRebar, wallRebarIssues, type AbutWallRebarSettings } from './rebar/wall';
+import { parapetRebarIssues, resolveParapetRebar, type AbutParapetRebarSettings } from './rebar/parapet';
+import { resolveWingRebar, wingRebarIssues, type AbutWingRebarSettings } from './rebar/wing';
+import { resolveSlabRebar, slabRebarIssues, type AbutSlabRebarSettings } from './rebar/slab';
+import { blockRebarIssues, resolveBlockRebar, type AbutBlockSettings } from './rebar/block';
+import { abutBearingRuleIssues, resolveBearingRule, type AbutBearingRule } from './bearing-table';
+
+export type AbutEditKey = 'seatEl' | 'foundationBottomEl' | 'groundEl' | 'pileLengthMm' | 'skewDeg' | 'slopeI';
+
+export const ABUT_EDIT_FIELDS: { key: AbutEditKey; label: string; unit: string }[] = [
+  { key: 'seatEl', label: '교좌면 EL (구간 ①)', unit: 'm' },
+  { key: 'foundationBottomEl', label: '기초 하단 EL', unit: 'm' },
+  { key: 'groundEl', label: '지반고 EL', unit: 'm' },
+  { key: 'pileLengthMm', label: '말뚝길이', unit: 'mm' },
+  { key: 'skewDeg', label: 'skew', unit: '°' },
+  { key: 'slopeI', label: '종단경사 i', unit: '' },
+];
+
+/** The 저판 thickness (m) below the 기초 하단 is not part of this check; the 교좌면 must sit above the 기초 하단. */
+export function applyAbutEdit(rec: AbutRecord, key: AbutEditKey, value: number): AbutRecord {
+  const label = ABUT_EDIT_FIELDS.find((f) => f.key === key)?.label ?? key;
+  if (!Number.isFinite(value)) throw new Error(`${label}은(는) 숫자여야 합니다.`);
+  if (key === 'pileLengthMm' && !(value > 0)) throw new Error(`${label}은(는) 0보다 커야 합니다.`);
+  if (key === 'skewDeg' && !(value > 0 && value < 180)) throw new Error(`${label}은(는) 0 초과 180 미만이어야 합니다.`);
+  if (key === 'slopeI' && Math.abs(value) > 0.2) throw new Error(`${label}은(는) ±0.2 이내여야 합니다.`);
+  const next: AbutRecord = { ...rec, [key]: value };
+  if (next.seatEl <= next.foundationBottomEl) {
+    throw new Error('교좌면 EL은 기초 하단 EL보다 높아야 합니다.');
+  }
+  return next;
+}
+
+/** 날개벽 형식은 측별로 정한다 (2026-11-04: "좌우 같게" 없음). */
+export function setWingForm(rec: AbutRecord, side: 'left' | 'right', form: WingForm): AbutRecord {
+  const current = rec.wings ?? { left: 'general' as WingForm, right: 'general' as WingForm };
+  return { ...rec, wings: { ...current, [side]: form } };
+}
+
+/**
+ * 반대쪽에도 적용 (2026-11-04): copies this side's wing dims to the other side once (no lasting link).
+ * 두께 · 끝 높이 · 헌치는 늘 복사하고, 길이는 두 측의 형식이 같을 때만 복사한다 (단축형 길이 기본 = 뒷굽 끝).
+ * The other side must have a wing.
+ */
+export function copyWingDims(rec: AbutRecord, side: 'left' | 'right'): AbutRecord {
+  const other = side === 'left' ? 'right' : 'left';
+  const forms = rec.wings ?? { left: 'general' as WingForm, right: 'general' as WingForm };
+  if (forms[other] === 'none') throw new Error('반대쪽 날개벽이 없습니다.');
+  const from = rec.wingDims?.[side] ?? {};
+  const to: Partial<WingDims> = { ...(rec.wingDims?.[other] ?? {}) };
+  for (const key of ['thicknessMm', 'endHeightMm', 'haunchMm'] as const) {
+    if (from[key] === undefined) delete to[key];
+    else to[key] = from[key];
+  }
+  if (forms[side] === forms[other]) {
+    if (from.lengthMm === undefined) delete to.lengthMm;
+    else to.lengthMm = from.lengthMm;
+  }
+  return { ...rec, wingDims: { ...(rec.wingDims ?? {}), [other]: to } };
+}
+
+/** 날개벽 치수 입력 칸 (② 날개벽 카드, 시안 순서). 단축형에는 끝 높이가 없다. */
+export const WING_DIM_FIELDS: { key: keyof WingDims; label: string; general: boolean; short: boolean }[] = [
+  { key: 'lengthMm', label: '길이 (mm)', general: true, short: true },
+  { key: 'thicknessMm', label: '두께 (mm)', general: true, short: true },
+  { key: 'endHeightMm', label: '끝 높이 (mm)', general: true, short: false },
+  { key: 'haunchMm', label: '헌치 (mm, 300 × 300의 한 변)', general: true, short: true },
+];
+
+/** Changes one wing dim of one side. Length, thickness and end height must be > 0, the haunch ≥ 0. */
+export function applyWingDim(rec: AbutRecord, side: 'left' | 'right', key: keyof WingDims, value: number): AbutRecord {
+  if (!Number.isFinite(value)) throw new Error('숫자를 입력하세요.');
+  const issues = wingDimsIssues({ ...WING_DIMS_DEFAULT, [key]: value });
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, wingDims: { ...(rec.wingDims ?? {}), [side]: { ...(rec.wingDims?.[side] ?? {}), [key]: value } } };
+}
+
+/** 받침 값 편집 (2026-11-03): z (패드 상면, m) or 교좌면 override (m, undefined = 자동 — 블럭 높이 규칙을 따른다). */
+export function applyBearingEdit(rec: AbutRecord, no: number, key: 'z' | 'seatEl', value: number | undefined): AbutRecord {
+  const target = rec.bearings.find((b) => b.no === no);
+  if (!target) throw new Error(`받침 ${no}번이 없습니다.`);
+  if (key === 'z' && (value === undefined || !Number.isFinite(value))) throw new Error('z는 숫자여야 합니다.');
+  if (key === 'seatEl' && value !== undefined && !Number.isFinite(value)) throw new Error('교좌면 EL은 숫자이거나 비워야 합니다.');
+  const next = rec.bearings.map((b) => {
+    if (b.no !== no) return b;
+    if (key === 'z') return { ...b, z: value as number };
+    return value === undefined ? { ...b, seatEl: undefined } : { ...b, seatEl: value };
+  });
+  const out: AbutRecord = { ...rec, bearings: next };
+  // The 교좌면 of every bearing must still lie above the 기초 하단 (the 저판 thickness is checked in the geometry step).
+  const lowest = Math.min(...out.bearings.map((b) => b.seatEl ?? out.seatEl + (b.z - Math.min(...out.bearings.map((x) => x.z)))));
+  if (lowest <= out.foundationBottomEl) throw new Error(`받침 ${no}번 교좌면 EL이 기초 하단 EL보다 낮거나 같습니다.`);
+  return out;
+}
+
+/** 기본값 복원: the record as imported from the workbook (the wing forms go back to 양측 일반형). */
+export function restoreAbutDefault(defaults: AbutRecord): AbutRecord {
+  return JSON.parse(JSON.stringify(defaults)) as AbutRecord;
+}
+
+/** 형상 입력 change (벽체·흉벽, 확대기초·말뚝, mm): refused with a Korean message when the shape would not build. */
+/** Several shape values at once (e.g. the 열 위치 "650 · 2000 · 1300 · 650"), checked together. */
+export function applyShapeEdits(rec: AbutRecord, values: Partial<AbutShape>): AbutRecord {
+  for (const v of Object.values(values)) if (!Number.isFinite(v)) throw new Error('숫자를 입력하세요.');
+  const shape = { ...(rec.shape ?? {}), ...values };
+  const issues = [...shapeIssues(shape), ...slabFitIssues(rec.slab, shape)];
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, shape };
+}
+
+export function applyShapeEdit(rec: AbutRecord, key: keyof AbutShape, value: number): AbutRecord {
+  if (!Number.isFinite(value)) throw new Error('숫자를 입력하세요.');
+  const shape = { ...(rec.shape ?? {}), [key]: value };
+  const issues = [...shapeIssues(shape), ...slabFitIssues(rec.slab, shape)];
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, shape };
+}
+
+/** 브라켓 높이 (mm) of a shape input, default when absent. */
+function bracketHeightMm(shape: Partial<AbutShape> | undefined): number {
+  return { ...ABUT_SHAPE_DEFAULT, ...normalizeShape(shape) }.bracketHeightMm;
+}
+
+/** A lower 브라켓 must still hold the 접속슬래브 under the 흉벽 상단. */
+function slabFitIssues(slab: Partial<AbutSlab> | undefined, shape: Partial<AbutShape>): string[] {
+  const s = resolveSlab(slab);
+  const h = bracketHeightMm(shape);
+  return s.thicknessMm > h ? [`브라켓 높이(${h})는 접속슬래브 두께(${s.thicknessMm}) 이상이어야 합니다.`] : [];
+}
+
+/** 접속슬래브 형식 (2026-11-04); the form also sets the slope (매립형 하향 4 %, 노출형 종단경사). */
+export function setSlabForm(rec: AbutRecord, form: SlabForm): AbutRecord {
+  const { slope: _old, ...kept } = (rec.slab ?? {}) as Partial<AbutSlab> & { slope?: unknown };
+  const slab: Partial<AbutSlab> = { ...kept, form };
+  const issues = slabIssues(resolveSlab(slab), bracketHeightMm(rec.shape));
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, slab };
+}
+
+/** 접속슬래브 입력칸 (② 접속슬래브 카드, 시안 순서). 헌치 길이는 노출형만. */
+export const SLAB_EDIT_FIELDS: { key: 'lengthMm' | 'thicknessMm' | 'parapetGapMm' | 'wingGapMm' | 'haunchLengthMm'; label: string; exposedOnly?: boolean; note?: string }[] = [
+  { key: 'lengthMm', label: '길이 (mm)' },
+  { key: 'thicknessMm', label: '두께 (mm)' },
+  { key: 'parapetGapMm', label: '흉벽과 간격 (mm)' },
+  { key: 'wingGapMm', label: '날개벽과 간격 (mm)' },
+  { key: 'haunchLengthMm', label: '헌치 길이 (mm)', exposedOnly: true, note: '가정 · 삽도 비율' },
+];
+
+/**
+ * 지반·지층 입력 (2026-11-04): merges the given values into the record's 지반; undefined removes a value. Numbers must be finite.
+ * The values are checked by the card (G01–G14), not refused here, as on the pier card.
+ */
+export function setAbutGround(rec: AbutRecord, patch: Partial<AbutGround>): AbutRecord {
+  for (const [key, v] of Object.entries(patch)) {
+    if (typeof v === 'number' && !Number.isFinite(v)) throw new Error('숫자를 입력하세요.');
+    if (key === 'strataRows' && (v as { bottomEl: number }[]).some((r) => !Number.isFinite(r.bottomEl))) throw new Error('지층 하단 EL은 숫자여야 합니다.');
+  }
+  const ground: AbutGround = { ...(rec.ground ?? {}), ...patch };
+  for (const key of Object.keys(ground) as (keyof AbutGround)[]) if (ground[key] === undefined) delete ground[key];
+  return { ...rec, ground };
+}
+
+/**
+ * ③ 저판 배근 입력 (2026-11-04): merges the values; undefined removes one (a 철근별 간격 goes back to the 기본간격).
+ * Refused with a Korean message when the settings would not lay out.
+ */
+export function applyFootingRebar(rec: AbutRecord, patch: Partial<AbutFootingRebarSettings>): AbutRecord {
+  for (const v of Object.values(patch)) if (typeof v === 'number' && !Number.isFinite(v)) throw new Error('숫자를 입력하세요.');
+  const footing: Partial<AbutFootingRebarSettings> = { ...(rec.rebar?.footing ?? {}), ...patch };
+  for (const key of Object.keys(footing) as (keyof AbutFootingRebarSettings)[]) if (footing[key] === undefined) delete footing[key];
+  const issues = footingRebarIssues(resolveFootingRebar(footing));
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, rebar: { ...(rec.rebar ?? {}), footing } };
+}
+
+/** Changes ③ 벽체 배근 values (only the changed ones are kept; undefined clears one), refused with a Korean message. */
+export function applyWallRebar(rec: AbutRecord, patch: Partial<AbutWallRebarSettings>): AbutRecord {
+  for (const v of Object.values(patch)) if (typeof v === 'number' && !Number.isFinite(v)) throw new Error('숫자를 입력하세요.');
+  const wall: Partial<AbutWallRebarSettings> = { ...(rec.rebar?.wall ?? {}), ...patch };
+  for (const key of Object.keys(wall) as (keyof AbutWallRebarSettings)[]) if (wall[key] === undefined) delete wall[key];
+  const issues = wallRebarIssues(resolveWallRebar(wall));
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, rebar: { ...(rec.rebar ?? {}), wall } };
+}
+
+/** Changes ③ 흉벽 · 브라켓 배근 values (only the changed ones are kept; undefined clears one), refused with a Korean message. */
+export function applyParapetRebar(rec: AbutRecord, patch: Partial<AbutParapetRebarSettings>): AbutRecord {
+  for (const v of Object.values(patch)) if (typeof v === 'number' && !Number.isFinite(v)) throw new Error('숫자를 입력하세요.');
+  const parapet: Partial<AbutParapetRebarSettings> = { ...(rec.rebar?.parapet ?? {}), ...patch };
+  for (const key of Object.keys(parapet) as (keyof AbutParapetRebarSettings)[]) if (parapet[key] === undefined) delete parapet[key];
+  const issues = parapetRebarIssues(resolveParapetRebar(parapet));
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, rebar: { ...(rec.rebar ?? {}), parapet } };
+}
+
+/** Changes ③ 날개벽 배근 values (좌우 공통, 사용자 결정 2026-11-04; only the changed ones are kept), refused with a Korean message. */
+export function applyWingRebar(rec: AbutRecord, patch: Partial<AbutWingRebarSettings>): AbutRecord {
+  for (const v of Object.values(patch)) if (typeof v === 'number' && !Number.isFinite(v)) throw new Error('숫자를 입력하세요.');
+  const wing: Partial<AbutWingRebarSettings> = { ...(rec.rebar?.wing ?? {}), ...patch };
+  for (const key of Object.keys(wing) as (keyof AbutWingRebarSettings)[]) if (wing[key] === undefined) delete wing[key];
+  const issues = wingRebarIssues(resolveWingRebar(wing));
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, rebar: { ...(rec.rebar ?? {}), wing } };
+}
+
+/** Changes ③ 접속슬래브 배근 values (only the changed ones are kept; undefined clears one), refused with a Korean message. */
+export function applySlabRebar(rec: AbutRecord, patch: Partial<AbutSlabRebarSettings>): AbutRecord {
+  for (const v of Object.values(patch)) if (typeof v === 'number' && !Number.isFinite(v)) throw new Error('숫자를 입력하세요.');
+  const slab: Partial<AbutSlabRebarSettings> = { ...(rec.rebar?.slab ?? {}), ...patch };
+  for (const key of Object.keys(slab) as (keyof AbutSlabRebarSettings)[]) if (slab[key] === undefined) delete slab[key];
+  const issues = slabRebarIssues(resolveSlabRebar(slab));
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, rebar: { ...(rec.rebar ?? {}), slab } };
+}
+
+/** Changes ③ 받침블럭 배근 values (only the changed ones are kept; undefined clears one), refused with a Korean message. */
+export function applyBlockRebar(rec: AbutRecord, patch: Partial<AbutBlockSettings>): AbutRecord {
+  for (const v of Object.values(patch)) if (typeof v === 'number' && !Number.isFinite(v)) throw new Error('숫자를 입력하세요.');
+  const block: Partial<AbutBlockSettings> = { ...(rec.rebar?.block ?? {}), ...patch };
+  for (const key of Object.keys(block) as (keyof AbutBlockSettings)[]) if (block[key] === undefined) delete block[key];
+  const issues = blockRebarIssues(resolveBlockRebar(block));
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, rebar: { ...(rec.rebar ?? {}), block } };
+}
+
+/** Changes one 접속슬래브 dim, refused with a Korean message when the slab would not build. */
+export function applySlabEdit(rec: AbutRecord, key: (typeof SLAB_EDIT_FIELDS)[number]['key'], value: number): AbutRecord {
+  if (!Number.isFinite(value)) throw new Error('숫자를 입력하세요.');
+  const slab = { ...(rec.slab ?? {}), [key]: value };
+  const issues = slabIssues(resolveSlab(slab), bracketHeightMm(rec.shape));
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, slab };
+}
+
+
+/** 형상 입력 fields on the 교대 카드 (시안 ② 벽체·흉벽, 확대기초·말뚝), in the order of the mockup. */
+export const SHAPE_EDIT_FIELDS: { key: keyof AbutShape; label: string; group: 'wall' | 'footing'; note?: string }[] = [
+  // 벽체 · 흉벽 (시안 입력 격자 순서). 벽체 두께는 자동 = 브라켓 폭 + 흉벽 두께 + 교좌면 폭.
+  { key: 'wallFrontMm', label: '교좌면 폭 (mm)', group: 'wall' },
+  { key: 'parapetHeightMm', label: '벽체 높이 · 받침 ① 기준 연직 (mm)', group: 'wall', note: '받침 ① 교좌면 ~ 흉벽 상단' },
+  { key: 'parapetThicknessMm', label: '흉벽 두께 (mm)', group: 'wall' },
+  { key: 'bracketHeightMm', label: '브라켓 높이 (mm)', group: 'wall', note: '= 접속슬래브 카드 흉벽 높이' },
+  { key: 'bracketWidthMm', label: '브라켓 폭 (mm)', group: 'wall' },
+  { key: 'shrinkJointCount', label: '수축줄눈 개수', group: 'wall' },
+  { key: 'parapetLevelLeftMm', label: '흉벽 상단 Level 좌 (mm)', group: 'wall', note: '기준 확인 QA-4' },
+  { key: 'parapetLevelRightMm', label: '흉벽 상단 Level 우 (mm)', group: 'wall', note: '기준 확인 QA-4' },
+  { key: 'seatStepIgnoreMm', label: '인접 무시 기준 (mm)', group: 'wall' },
+  // 확대기초 · 말뚝 (분리 카드, 시안 순서). 뒷굽 · 길이 · 선단 EL은 자동, 열 위치와 열별 본수는 카드에서 따로 입력한다.
+  { key: 'footingWidthMm', label: '폭 (mm)', group: 'footing' },
+  { key: 'footingThicknessMm', label: '두께 (mm)', group: 'footing' },
+  { key: 'footingToeMm', label: '앞굽 (mm)', group: 'footing' },
+  { key: 'blindingMarginMm', label: '버림 여유 한쪽 (mm)', group: 'footing' },
+  { key: 'blindingThicknessMm', label: '버림 두께 (mm)', group: 'footing' },
+  { key: 'pileDiameterMm', label: '말뚝 지름 (mm)', group: 'footing', note: 'QA-5' },
+  { key: 'pileEdgeMm', label: '연단 · 길이 방향 (mm)', group: 'footing' },
+  { key: 'pileSpacingMm', label: '본수 규칙 간격 (mm)', group: 'footing' },
+];
+
+/** 받침 규칙 입력칸 (② 교량받침 카드): 교각 솔플레이트 규칙과 같은 칸. 받침높이 H는 교대 받침 시트 값으로 고정 (2026-11-03). */
+/** 교대 솔플레이트 입력 칸 (2026-11-06). Optional ones (h3, T, S) go back to the automatic value when cleared. */
+export const BEARING_RULE_FIELDS: { key: keyof AbutBearingRule; label: string; optional?: boolean }[] = [
+  { key: 'h3Mm', label: '받침 높이 h3 (mm, 비우면 받침높이 − T_ref)', optional: true },
+  { key: 'tRefMm', label: 'T_ref · 엑셀 z 산정 때 두께 (mm)' },
+  { key: 'tMinMm', label: '솔플 최소두께 T_min (mm)' },
+  { key: 'marginMm', label: '솔플 여유 L − A = W − B (mm)' },
+  { key: 'aMm', label: '받침 A · 거더 방향 (mm)' },
+  { key: 'bMm', label: '받침 B (mm)' },
+  { key: 'tMm', label: '솔플레이트 T (mm, 비우면 자동)', optional: true },
+  { key: 'slopePct', label: 'S 직접 수정 (%, 비우면 짝 받침 계산)', optional: true },
+];
+
+/**
+ * Changes one 솔플레이트 입력 value (2026-11-06); `undefined` clears an optional one back to automatic. The result must
+ * still build a solplate (positive sizes, h3 > 0 with the 교대 받침높이).
+ */
+export function applyBearingRule(rec: AbutRecord, key: keyof AbutBearingRule, value: number | undefined): AbutRecord {
+  const bearingRule: Record<string, unknown> = { ...(rec.bearingRule ?? {}) };
+  if (value === undefined) delete bearingRule[key];
+  else {
+    const n = Number(value);
+    if (!Number.isFinite(n)) throw new Error('솔플레이트 입력 값은 숫자여야 합니다.');
+    bearingRule[key] = n;
+  }
+  const issues = abutBearingRuleIssues(resolveBearingRule(bearingRule), rec.bearingHeightMm);
+  if (issues.length > 0) throw new Error(issues[0]);
+  return { ...rec, bearingRule };
+}

src/core/abut/geometry.ts

@@ -0,0 +1,211 @@
+/**
+ * 교대 형상 · AA1 (2026-11-03, spec_abut §1·§4.1–4.2): 교대축, 전면 쪽, 교좌면 위의 받침, 교좌면 EL과 블럭 높이를 계산한다.
+ * 순수 함수. 좌표는 (E, N) m 단위, EL은 m 단위, 길이는 별도 표기가 없으면 mm 단위다.
+ *
+ * - 축: IP1 → IP3 선(교대중심선), 길이 L. u = IP1 → IP3 단위벡터, nLeft = u를 반시계 90° 돌린 벡터.
+ * - 받침 s: IP1에서 u 방향으로 잰 거리(m). 축에서 벗어난 거리(lateral): nLeft 방향 거리(m).
+ * - z = 패드 상면(EL.X), 교각과 같다(2026-11-03 결정 1). 교좌면에서 패드 상면까지 블럭 높이는 125 mm
+ *   (콘크리트 75 + 패드 50). 교좌면 EL은 콘크리트 하면이다.
+ * - 교좌면: 교대 전체에 교좌면 EL 하나를 입력받는다(첫 받침 ①). 블럭 높이 h = min(z) − 교좌면으로 모든 받침이 같고,
+ *   받침 i의 교좌면 = z_i − h. 받침이 자기 교좌면 EL(seatEl)을 직접 주면 그 값을 쓰고, 블럭 높이는 z_i − seatEl이 된다
+ *   (2026-11-03 결정 3).
+ * - 전면: 받침이 있는 쪽. A1은 전면이 1 → n 방향의 왼쪽, 흉벽은 오른쪽에 있다. A2는 반대다(spec_abut §1).
+ *   맞지 않으면 AW03 경고 대상이다.
+ */
+
+export type AbutType = 'A1' | 'A2';
+
+export interface AbutPoint {
+  e: number;
+  n: number;
+}
+
+export interface AbutBearing {
+  no: number;
+  /** 위치 (E, N), m. */
+  pos: AbutPoint;
+  /** 패드 상면 EL (z), m. */
+  z: number;
+  /** 이 받침의 교좌면 EL (m). 없으면 z에서 교대 블럭 높이를 뺀 값을 쓴다. */
+  seatEl?: number;
+  /** 받침 방위각 (deg, model-xy: 북에서 시계방향, 교각과 같은 변환 swapXYAzimuth). 없으면 블럭은 교대축에 맞춘다. */
+  azimuthDeg?: number;
+}
+
+/** 날개벽 형식, 측별(spec_abut §4.7): 일반형 / 단축형 / 없음. */
+export type WingForm = 'general' | 'short' | 'none';
+
+export interface AbutInput {
+  name: string;
+  type: AbutType;
+  /** 첫 받침(구간 ①)의 교좌면 EL (m). 블럭 높이 h = min(z) − seatEl. */
+  seatEl: number;
+  ip1: AbutPoint;
+  ip2: AbutPoint;
+  ip3: AbutPoint;
+  bearings: AbutBearing[];
+  /** skew (deg): 받침축을 시계방향으로 돌린 선이 날개벽 선이다(spec_abut §1). 없으면 날개벽 검사를 하지 않는다. */
+  skewDeg?: number;
+  /** 종단경사 i (소수, 교량진행방향 기준, (−) = 낮아짐). 날개벽 경사는 A1이 −i, A2가 +i다. */
+  slopeI?: number;
+  /** AW01용 거더 방향 CAD 각 (deg). 없으면 AW01을 검사하지 않는다. */
+  girderAzimuthDeg?: number;
+  /** 측별 날개벽 형식: 'left' = 받침 ① 쪽 끝, 'right' = 받침 n 쪽 끝(spec §4.7). 기본은 양측 일반형. */
+  wings?: { left: WingForm; right: WingForm };
+  /** 측별 날개벽 두께 (mm). 없으면 450. 접속슬래브 폭에 쓴다. */
+  wingThicknessMm?: { left?: number; right?: number };
+  /** 접속슬래브와 날개벽 안쪽면 사이 간격 (mm, ② 접속슬래브 카드). 없으면 20. */
+  slabWingGapMm?: number;
+  /** 기초 하단 EL (m), 말뚝길이 (mm), 기초 형식 (AA3, 저판·말뚝). 없으면 저판·말뚝을 만들지 않는다. */
+  foundationBottomEl?: number;
+  pileLengthMm?: number;
+  foundationType?: string;
+}
+
+export interface AbutWingModel {
+  /** 날개벽 선, CAD 각 (deg), 배면 쪽(예제: A1 ≈ 255.32, A2 ≈ 75.32). */
+  lineDeg: number;
+  /** 날개벽 선과 거더 방향의 사잇각, 0–90°로 접음(AW01 허용 1°). */
+  girderDiffDeg: number;
+  aw01Ok: boolean;
+  /** 날개벽 경사 (%), (+) = 벽체에서 멀어질수록 높아짐. */
+  slopePct: number;
+  /** 날개벽 사이 접속슬래브 폭 (mm) = L − Σ(두께 / |sin Δ| + 날개벽과 간격), 있는 날개벽마다. */
+  slabWidthMm: number;
+  wings: { left: WingForm; right: WingForm };
+}
+
+export interface AbutBearingModel {
+  no: number;
+  /** IP1에서 u 방향 거리 (m). */
+  s: number;
+  /** nLeft 방향으로 잰 축에서의 부호 있는 거리 (m). */
+  lateral: number;
+  z: number;
+  seatEl: number;
+  /** 교좌면에서 패드 상면까지 블럭 높이 (mm), 패드 포함. */
+  blockHeightMm: number;
+  /** 받침 방위각 (deg, model-xy). 입력이 없으면 undefined. */
+  azimuthDeg?: number;
+  /** 블럭 평면 회전 (deg, −90 … 90): 받침 방위각과 교대축 직각(전면) 방향 사이의 각. 장면에서는 rotateY(이 값). 입력이 없으면 0. */
+  rotDeg: number;
+}
+
+export interface AbutModel {
+  name: string;
+  type: AbutType;
+  /** IP1 (축의 시작점, s = 0). */
+  ip1: AbutPoint;
+  /** 축 길이 IP1 → IP3 (m). */
+  length: number;
+  u: AbutPoint;
+  nLeft: AbutPoint;
+  /** 받침이 축의 nLeft 쪽이면 +1, 반대쪽이면 −1. */
+  frontSide: 1 | -1;
+  /** 받침이 1 → n 방향의 왼쪽이면 true (A1 배치). */
+  frontLeftOfBearingDir: boolean;
+  /** 입력 순서의 받침. */
+  bearings: AbutBearingModel[];
+  /** 축 위 계단 경계(IP1에서 m), 이웃 받침 사이의 중간. */
+  stepBounds: number[];
+  /** AW03: 배치가 형식과 맞으면 true. */
+  layoutMatchesType: boolean;
+  /** 날개벽 선, 경사, AW01, 접속슬래브 폭. 입력에 skew가 없으면 없다. */
+  wing?: AbutWingModel;
+}
+
+const WING_THICKNESS_MM = 450;
+const SLAB_CLEARANCE_MM = 20;
+const AW01_TOLERANCE_DEG = 1;
+
+/** 공통 규칙의 패드 두께 (mm). 블럭 높이에 포함된다(패드 포함). */
+export const ABUT_PAD_MM = 50;
+
+const sub = (a: AbutPoint, b: AbutPoint): AbutPoint => ({ e: a.e - b.e, n: a.n - b.n });
+
+/**
+ * 블럭 평면 회전 (deg): the bearing azimuth direction d = (sin az, cos az) seen in the axis frame (s along u, t along the front),
+ * folded to −90 … 90 because the block is symmetric. 0 when the azimuth is missing.
+ */
+export function bearingRotDeg(azimuthDeg: number | undefined, u: AbutPoint, front: AbutPoint): number {
+  if (azimuthDeg === undefined || !Number.isFinite(azimuthDeg)) return 0;
+  const r = (azimuthDeg * Math.PI) / 180;
+  const d = { e: Math.sin(r), n: Math.cos(r) };
+  let phi = (Math.atan2(d.e * u.e + d.n * u.n, d.e * front.e + d.n * front.n) * 180) / Math.PI;
+  if (phi > 90) phi -= 180;
+  if (phi < -90) phi += 180;
+  return phi;
+}
+const dot = (a: AbutPoint, b: AbutPoint) => a.e * b.e + a.n * b.n;
+const cross = (a: AbutPoint, b: AbutPoint) => a.e * b.n - a.n * b.e;
+
+export function buildAbut(input: AbutInput): AbutModel {
+  if (input.bearings.length < 2) throw new Error(`교대 ${input.name}: 받침이 2개 이상 필요합니다.`);
+  const axisVec = sub(input.ip3, input.ip1);
+  const length = Math.hypot(axisVec.e, axisVec.n);
+  if (!(length > 0)) throw new Error(`교대 ${input.name}: IP1과 IP3이 같은 점입니다.`);
+  const u = { e: axisVec.e / length, n: axisVec.n / length };
+  const nLeft = { e: -u.n, n: u.e };
+
+  const lateral = input.bearings.map((b) => dot(sub(b.pos, input.ip1), nLeft));
+  const meanLateral = lateral.reduce((a, x) => a + x, 0) / lateral.length;
+  const frontSide: 1 | -1 = meanLateral >= 0 ? 1 : -1;
+
+  // 1 → n 방향: 첫 받침(①)에서 마지막 받침까지. 전면 = 받침 쪽. 형식과 맞는지 확인한다.
+  const first = input.bearings[0];
+  const last = input.bearings[input.bearings.length - 1];
+  const dir = sub(last.pos, first.pos);
+  const frontVec = { e: nLeft.e * frontSide, n: nLeft.n * frontSide };
+  const frontLeftOfBearingDir = cross(dir, frontVec) > 0;
+  const layoutMatchesType = input.type === 'A1' ? frontLeftOfBearingDir : !frontLeftOfBearingDir;
+
+  const minZ = Math.min(...input.bearings.map((b) => b.z));
+  const bearings: AbutBearingModel[] = input.bearings.map((b, i) => {
+    const s = dot(sub(b.pos, input.ip1), u);
+    const seatEl = b.seatEl ?? input.seatEl + (b.z - minZ);
+    const blockHeightMm = Math.round((b.z - seatEl) * 1000);
+    return { no: b.no, s, lateral: lateral[i], z: b.z, seatEl, blockHeightMm, azimuthDeg: b.azimuthDeg, rotDeg: bearingRotDeg(b.azimuthDeg, u, frontVec) };
+  });
+
+  const sorted = [...bearings].sort((a, b) => a.s - b.s);
+  const stepBounds = sorted.slice(1).map((b, i) => (sorted[i].s + b.s) / 2);
+
+  const wing = input.skewDeg === undefined ? undefined : buildWing(input, u, nLeft, frontSide, dir, length);
+  return { name: input.name, type: input.type, ip1: input.ip1, length, u, nLeft, frontSide, frontLeftOfBearingDir, bearings, stepBounds, layoutMatchesType, wing };
+}
+
+const deg = (rad: number) => (rad * 180) / Math.PI;
+const norm360 = (x: number) => ((x % 360) + 360) % 360;
+/** 두 선 방향의 차이(deg), 0–90°로 접는다. 선에는 방향이 없다. */
+const lineDiff = (a: number, b: number) => {
+  const d = norm360(a - b) % 180;
+  return Math.min(d, 180 - d);
+};
+
+function buildWing(input: AbutInput, u: AbutPoint, nLeft: AbutPoint, frontSide: 1 | -1, dir: AbutPoint, length: number): AbutWingModel {
+  const skew = input.skewDeg!;
+  const bearingCad = norm360(deg(Math.atan2(dir.n, dir.e)));
+  // skew만큼 시계방향으로 돌린 선이 날개벽 선이다. 배면 쪽(받침 반대쪽)이 방향을 정한다.
+  const line = norm360(bearingCad - skew);
+  const back = { e: -nLeft.e * frontSide, n: -nLeft.n * frontSide };
+  const radLine = (line * Math.PI) / 180;
+  const pick = Math.cos(radLine) * back.e + Math.sin(radLine) * back.n > 0 ? line : norm360(line + 180);
+  const axisCad = norm360(deg(Math.atan2(u.n, u.e)));
+  const sinDelta = Math.abs(Math.sin(((pick - axisCad) * Math.PI) / 180));
+  const wings = input.wings ?? { left: 'general' as WingForm, right: 'general' as WingForm };
+  // 날개벽 두께는 측별 입력 (2026-11-04, 없으면 450): 축 방향 폭 = 두께 / |sin Δ|.
+  const thick = { left: input.wingThicknessMm?.left ?? WING_THICKNESS_MM, right: input.wingThicknessMm?.right ?? WING_THICKNESS_MM };
+  const gap = input.slabWingGapMm ?? SLAB_CLEARANCE_MM;
+  const present = (f: WingForm, side: 'left' | 'right') => (f === 'none' ? 0 : thick[side] / sinDelta + gap);
+  const slabWidthMm = Math.round(length * 1000 - present(wings.left, 'left') - present(wings.right, 'right'));
+  const girderDiffDeg = input.girderAzimuthDeg === undefined ? NaN : lineDiff(pick, input.girderAzimuthDeg);
+  const slopeI = input.slopeI ?? 0;
+  return {
+    lineDeg: pick,
+    girderDiffDeg,
+    aw01Ok: Number.isNaN(girderDiffDeg) ? true : girderDiffDeg <= AW01_TOLERANCE_DEG,
+    slopePct: (input.type === 'A1' ? -slopeI : slopeI) * 100,
+    slabWidthMm,
+    wings,
+  };
+}

src/core/abut/ground.ts

@@ -0,0 +1,67 @@
+/**
+ * 교대 지반·지층 (2026-11-04, 시안 ② 지반·지층 카드 = 교각과 같은 카드). 순수 함수.
+ *
+ * - 입력은 교각과 같은 이름이다: 위치(육상 · 하상 · 해상), 지하수위, 설계홍수위 · 세굴, 고조위 · 저조위, 지층 행.
+ *   지반고는 엑셀 입력(①에서 수정)이다. 표시만 하고 형상 계산에는 쓰지 않는다.
+ * - 검사는 교각과 같다(G01–G14, 말뚝 근입 G04). 지반고가 저판 하면보다 낮으면 흙덮개가 없다는 정보 AI01을 더한다.
+ */
+import { SUPPORT_STRATUM, validateGround, validatePileEmbedment, validateStrataNValues, type GroundCheckInput } from '../ground';
+import type { Issue, PierInput } from '../types';
+import type { AbutMembers } from './members';
+import type { AbutRecord } from './parse';
+
+export type AbutGround = Pick<PierInput, 'groundPosition' | 'groundWaterOn' | 'groundWaterEl' | 'floodLevelEl' | 'scourDepthM' | 'highWaterEl' | 'lowWaterEl' | 'strataRows'>;
+
+/** 말뚝 두께 (mm): spec_abut 말뚝 Φ600 × 12T. Used only by the 해상 부식 여유 check. */
+const ABUT_PILE_THICKNESS_MM = 12;
+
+/** The check input of an abutment: its 지반 values, 지반고 and 저판 하면 (기초 하단 when the 저판 is not built). */
+export function abutGroundCheckInput(rec: AbutRecord, members?: AbutMembers): GroundCheckInput {
+  return {
+    name: rec.name,
+    groundEl: rec.groundEl,
+    footingBottomEl: members?.footingBottomEl ?? rec.foundationBottomEl,
+    pileThicknessMm: ABUT_PILE_THICKNESS_MM,
+    ...(rec.ground ?? {}),
+  };
+}
+
+/** 연암 상면 EL: the bottom of the row above the 연암 row (지반고 for the first row); undefined without a 연암 row. */
+export function supportTopEl(groundEl: number, rows: { name: string; bottomEl: number }[] | undefined): number | undefined {
+  const list = rows ?? [];
+  const k = list.findIndex((r) => r.name === SUPPORT_STRATUM);
+  if (k < 0) return undefined;
+  return k === 0 ? groundEl : list[k - 1].bottomEl;
+}
+
+/** Issues of the 지반·지층 card: the pier checks plus AI01 (지반고 below the 저판 하면). */
+export function abutGroundIssues(rec: AbutRecord, members?: AbutMembers): Issue[] {
+  const input = abutGroundCheckInput(rec, members);
+  const issues: Issue[] = [];
+  validateGround(input, issues);
+  validateStrataNValues(input, issues);
+  if (members && members.pileBottomEl !== undefined && members.piles.length > 0) {
+    validatePileEmbedment(input, { piles: [{ bottom: members.pileBottomEl, diameter: members.shape.pileDiameterM }] }, issues);
+  }
+  if (rec.groundEl < input.footingBottomEl) {
+    issues.push({
+      code: 'AI01',
+      level: 'I',
+      pier: rec.name,
+      message: `지반고 ${rec.groundEl.toFixed(3)}이 저판 하면 ${input.footingBottomEl.toFixed(3)}보다 ${(input.footingBottomEl - rec.groundEl).toFixed(3)} 낮아 흙덮개가 없습니다.`,
+    });
+  }
+  return issues;
+}
+
+/** True when any 지반 value differs from the default (육상, 지하수위 없음, 지층 행 없음). */
+export function abutGroundChanged(ground: AbutGround | undefined): boolean {
+  if (!ground) return false;
+  return Object.entries(ground).some(([key, v]) => {
+    if (v === undefined) return false;
+    if (key === 'groundPosition') return v !== '육상';
+    if (key === 'groundWaterOn') return v === true;
+    if (key === 'strataRows') return (v as unknown[]).length > 0;
+    return true;
+  });
+}

src/core/abut/import-issues.ts

@@ -0,0 +1,35 @@
+import type { Issue } from '../types';
+
+export interface AbutImportIssueGroup {
+  name?: string;
+  primary: Issue[];
+  related: Issue[];
+}
+
+/** Keep root errors visible while retaining every dependent row in a disclosure. */
+export function groupAbutImportIssues(issues: readonly Issue[]): AbutImportIssueGroup[] {
+  const groups: { name?: string; issues: Issue[] }[] = [];
+  const byName = new Map<string, { name: string; issues: Issue[] }>();
+  for (const issue of issues) {
+    if (issue.pier === undefined) {
+      groups.push({ issues: [issue] });
+      continue;
+    }
+    let group = byName.get(issue.pier);
+    if (!group) {
+      group = { name: issue.pier, issues: [] };
+      byName.set(issue.pier, group);
+      groups.push(group);
+    }
+    group.issues.push(issue);
+  }
+  return groups.map(({ name, issues: items }) => {
+    const primary = items.filter((issue) => issue.code !== 'AP04');
+    const related = items.filter((issue) => issue.code === 'AP04');
+    if (!primary.length && related.length) primary.push({
+      ...related[0],
+      message: `교대 ${name ?? ''}: 교대 정보 행이 없어 IP·받침 ${related.length}개 행을 연결하지 못했습니다. 전체 교대명을 확인하세요.`,
+    });
+    return { name, primary, related };
+  });
+}