ypshimandClaude Haiku 5.5 752de2fd9d feat(rebar): B1–B4와 B5–B8 방향 교환 (B1–B4는 W 방향, B5–B8은 L 방향) ...

- 재료표(B5–B8 9150 = 9350 − 2c, B1–B4 7600 = 7800 − 2c)와 같은 방향 배정으로 맞춤
- 격자 키를 물리 방향으로 정리: sL = L 방향 간격, sW = W 방향 간격 (기존 sAxis → sL, sPerp → sW)
- B1–B4: L 격자로 개수, 길이 W − 2c. B5–B8: W 격자로 개수, 길이 L − 2c
- B9: 열(L)은 sL, 행(W)은 sW 격자 (물리 격자 일치), 개수 불변
- B11은 L 방향 간격(sL), B12는 W 방향 간격(sW)
- 3D 확대기초 철근과 단면 그림의 역할을 교환 (B1–B4 선, B5–B8 점)
- 철근표 간격과 규칙 값, 설정 라벨을 방향 기준으로 수정
- 테스트 기대값 갱신 (B1–B4 40, B5–B8 31, B6 13646 분할 경고)

Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>

2026-10-27 09:36:20 +09:00

..

fixtures

refactor(ground): remove the unversioned-file fallback

2026-10-23 18:09:50 +09:00

axis.test.ts

fix(core): refuse bends that double back; use a valid synthetic bend in tests

2026-10-22 09:33:09 +09:00

bearing-basis.test.ts

feat(rebar,view): 받침 기준 — project-wide choice between Excel z (default) and drawing EL.X, with per-bearing drawing input on ②

2026-10-23 14:25:44 +09:00

bearing-layout.test.ts

fix(bearing): C4 and C5 are the 교각축 distances from the bearing to the block edges (승인 2026-10-26)

2026-10-26 13:17:50 +09:00

bearing-plan-svg.test.ts

fix(bearing): C4·C5 are the 교축 distances from the bearing to the block edges (승인 2026-10-26)

2026-10-26 12:25:15 +09:00

bearing-ref.test.ts

feat(view): solplate in the 3D model (2단계): wedges from the drawing's A, B, S; read the solplate table from DXF

2026-10-23 14:46:53 +09:00

bearing-section-svg.test.ts

feat(bearing): section and solplate detail drawings with the drawing values overlaid (승인 2026-10-26)

2026-10-26 12:33:05 +09:00

bearing-skew.test.ts

feat(view): turn the bearing blocks, pads and block rebar to the bearing row (삽도)

2026-10-23 11:01:19 +09:00

bent-coping.test.ts

feat(core,view): bent coping stage 3 — footings and piles in stretch frames

2026-10-22 09:38:01 +09:00

block-rebar-check.test.ts

feat(rebar): range checks for the block rebar settings (승인 2026-10-26)

2026-10-26 14:10:49 +09:00

block-rebar-plan-svg.test.ts

fix(rebar): S1 layout dimensions on the outer side of each block in the plan

2026-10-26 14:22:00 +09:00

block-rebar-settings.test.ts

feat(rebar): block rebar settings as input (S1·S2 spacing separate, S1 depth from the cover and bar diameters)

2026-10-26 14:08:58 +09:00

block-rebar-svg.test.ts

feat(rebar): block rebar settings card and C–C section on the ③ bearing tab

2026-10-26 14:12:36 +09:00

changes.test.ts

feat(core,view): input cards with change tracking (plan B1 · C2)

2026-10-22 09:48:47 +09:00

column-diameter.test.ts

feat(view,rebar): column diameter D as a free input on ② (1200–3000 mm, 50 mm steps), with three checks

2026-10-23 15:50:52 +09:00

column-elevation-svg.test.ts

feat(rebar): 기둥 정면 삽도 (P 번호, 단부 배치구간·기초 안 깊이 계산값 표시)

2026-10-26 16:37:36 +09:00

column-model.test.ts

feat(rebar): 상면 주철근 단 간격(세로) 입력 100 mm, 가로는 2d 고정

2026-10-26 15:42:40 +09:00

column-rebar-settings.test.ts

feat(rebar): 기둥 배근 입력 8개 (피복·띠철근 K3/K5/K4·K6·커플러·Δz·n_div), CL01·CL02 검사

2026-10-26 16:22:47 +09:00

column-section-svg.test.ts

feat(rebar): 단면 삽도 순서 P3·P4·P5, 치수선·규격 표기·커플러 지시선

2026-10-26 16:54:27 +09:00

coping-geom.test.ts

fix(rebar): side rows on the 250 grid up to the 400 mm top margin, not a fixed count of seven

2026-10-23 12:31:58 +09:00

coping-rebar-svg.test.ts

feat(rebar): 단면·폐합 at two fixed stations side by side (단부 0.3 m, first column centre)

2026-10-26 15:15:47 +09:00

coping-settings.test.ts

feat(rebar): 코핑 배근 입력 12개 · CP01·CP02 검사 · 적용 버튼

2026-10-26 15:26:20 +09:00

coping-steps.test.ts

feat(view): ② coping card shows d_IP2 and the 계단 구간 표 (read-only, from the model)

2026-10-23 11:40:09 +09:00

copy.test.ts

feat(core): attribute-copy engine (plan C7)

2026-10-22 09:59:48 +09:00

dms.test.ts

feat(core): parse P1 workbook and build T-type pier shape

2026-10-21 17:26:16 +09:00

drawing-import.test.ts

feat(view): 도면 불러오기 — read the bearing drawing values from an xlsx or csv sheet on ②

2026-10-23 14:28:06 +09:00

dxf-table.test.ts

fix(view): pick the solplate table's header by its row (L, W, T, T1, T2), not by the first "S(%)" label

2026-10-23 14:58:12 +09:00

footing-inputs.test.ts

feat(view): 확대기초·말뚝 inputs on ② (입력만): footing L, W, h1, blinding margin and thickness, steel and PHC pile lists

2026-10-23 16:01:02 +09:00

footing-rebar-inputs.test.ts

feat(rebar): B1–B4와 B5–B8 방향 교환 (B1–B4는 W 방향, B5–B8은 L 방향)

2026-10-27 09:36:20 +09:00

footing-rebar-settings.test.ts

feat(rebar): B1–B4와 B5–B8 방향 교환 (B1–B4는 W 방향, B5–B8은 L 방향)

2026-10-27 09:36:20 +09:00

footing-section-svg.test.ts

feat(rebar): B1–B4와 B5–B8 방향 교환 (B1–B4는 W 방향, B5–B8은 L 방향)

2026-10-27 09:36:20 +09:00

footing-svg.test.ts

feat(view): 확대기초·말뚝 plan and side drawings on ② (2단계), drawn from the model

2026-10-23 16:02:37 +09:00

ground-inputs.test.ts

feat(bearing): 받침 종류·용량 as a text input (default 탄성받침)

2026-10-26 11:39:28 +09:00

ground-model.test.ts

feat(ground): pile-tip embedment check and soil layers from the ground model

2026-10-26 10:35:41 +09:00

helpers.ts

feat(input): use RAG/운곡교P1입력.xlsx as the P1 input

2026-10-21 18:18:51 +09:00

integrated-block.test.ts

feat(bearing): 일체 block as one stepped block per pair, with its rebar (승인 2026-10-26)

2026-10-26 12:02:33 +09:00

p1-regression.test.ts

feat(parse): report per-sheet recognition and block error sheets

2026-10-21 17:43:36 +09:00

parse.test.ts

feat(input): use RAG/운곡교P1입력.xlsx as the P1 input

2026-10-21 18:18:51 +09:00

pile-spec.test.ts

feat(view): 확대기초·말뚝 inputs on ② (입력만): footing L, W, h1, blinding margin and thickness, steel and PHC pile lists

2026-10-23 16:01:02 +09:00

piles.test.ts

feat(core,view): per-row pile counts 열별 본수 (plan C4)

2026-10-22 10:34:39 +09:00

project.test.ts

feat(rebar): 철근재료표 by 강종 → 직경 → 번호 with unit weights, 할증 and Excel export

2026-10-23 10:16:56 +09:00

rebar3d.test.ts

feat(rebar): B10-2 최하단 단 삭제, 측면 B2 다리선 강조 (모서리 연결)

2026-10-26 18:21:47 +09:00

rebar-bearing.test.ts

feat(rebar): add downward 90° hooks (135 mm) to P6 crossties in 3D rebar model

2026-10-22 17:45:22 +09:00

rebar-color.test.ts

feat(view): colour the ③ 3D rebar by diameter or by member, with a legend

2026-10-23 09:10:20 +09:00

rebar-column.test.ts

feat(rebar): P3 and P6 end at the coping middle level; e_top computed from it

2026-10-23 13:30:28 +09:00

rebar-common.test.ts

feat(core): rebar common rules (plan C1) and bearing-block bars (plan C2)

2026-10-22 11:05:27 +09:00

rebar-coping-lengths.test.ts

feat(view): shear-segment table for 2·3주형 on the ③ coping tab

2026-10-22 12:22:04 +09:00

rebar-coping-main.test.ts

feat(rebar): 상면 주철근(C1–C6) 이음 무시/반영, 위치 기둥 중심/단부

2026-10-26 16:14:23 +09:00

rebar-coping.test.ts

feat(rebar): add downward 90° hooks (135 mm) to P6 crossties in 3D rebar model

2026-10-22 17:45:22 +09:00

rebar-footing.test.ts

feat(rebar): B1–B4와 B5–B8 방향 교환 (B1–B4는 W 방향, B5–B8은 L 방향)

2026-10-27 09:36:20 +09:00

rebar-grade.test.ts

feat(rebar): 철근재료표 by 강종 → 직경 → 번호 with unit weights, 할증 and Excel export

2026-10-23 10:16:56 +09:00

rebar-material.test.ts

feat(rebar): rebar strength per 규격 prefix as inputs on ③ (D SD300, H SD400, S SD500)

2026-10-23 09:51:36 +09:00

rebar-member-fck.test.ts

feat(rebar): B1–B4와 B5–B8 방향 교환 (B1–B4는 W 방향, B5–B8은 L 방향)

2026-10-27 09:36:20 +09:00

rebar-multi.test.ts

feat(core): rebar for 2·3주형 — shear bars per column, column bars per column (plan)

2026-10-22 12:20:49 +09:00

rebar-pieces.test.ts

feat(rebar): piece lengths for C9–C13 and P1·P2 so the 재료표 has no missing bars

2026-10-23 10:27:17 +09:00

rebar-quantity.test.ts

feat(rebar): piece lengths for C9–C13 and P1·P2 so the 재료표 has no missing bars

2026-10-23 10:27:17 +09:00

rebar-shear-loops.test.ts

fix(rebar): stack the three C9·C10·C11 폐합 to the right so they do not overlap

2026-10-23 10:04:36 +09:00

rebar-stairs.test.ts

feat(rebar): C15·C16 폭 간격을 2 × 주철근 기본간격에 연동

2026-10-26 16:04:31 +09:00

rebar-summary.test.ts

feat(rebar): B1–B4와 B5–B8 방향 교환 (B1–B4는 W 방향, B5–B8은 L 방향)

2026-10-27 09:36:20 +09:00

sample-input.test.ts

feat(view): standing input and names for the P1 project (운곡교P1 · 운곡교)

2026-10-22 11:42:56 +09:00

scene.test.ts

feat(view): add 3D pier viewer and P1 sample page

2026-10-21 17:28:02 +09:00

selection.test.ts

feat(core,view): shape-option rules (plan C5) and pier selection rules (plan C6)

2026-10-22 10:15:03 +09:00

shape-options.test.ts

feat(ground): 해상 selectable with MSL levels, 고조위·저조위, and checks

2026-10-26 11:11:31 +09:00

solplate-scene.test.ts

feat(view): solplate taper across the 교각축 직각 (thick T1 at the (−) side); 교량받침 본체 as a box

2026-10-23 14:56:26 +09:00

solplate.test.ts

feat(rebar): solplate geometry (pure) — tapered along the 교축, thick end T1 on the 시점 side

2026-10-23 14:42:31 +09:00

template.test.ts

feat(import): input template download with three sheets (spec 2.3 step 4)

2026-10-21 18:14:33 +09:00

terrain.test.ts

feat(ground): draw the terrain grid around the piers in the 3D view

2026-10-23 17:57:30 +09:00

validate-and-foundation.test.ts

feat(core,view): bent coping stage 3 — footings and piles in stretch frames

2026-10-22 09:38:01 +09:00