- Drawing check (spec §6.3): an integrated 2500 × 1200 block gives 18@125 = 2250
along (ends 50 + 75) and 7@125 = 875 across (ends 162.5).
- C3 coping rebar, from RAG/코핑철근.md (2026-10-22 final):
- C10: 9 bars @300 at 4800–7200 (k_max 4, beyond the Level edge).
- C9 / C11: 18 bars each @250 outward, ends at 300 and 11700 (end gap 300).
- Refuses a coping too short for C9 (RB-K01).
- Side bars C12 5 rows / C13 2 rows at the 42.538 break; C14 38 bars;
C15 11 bars, C16 22 bars.
- spec §6.4 is older than 코핑철근.md (C10/C9/C11 layout, C12 row count, C14
dimensions). This follows the final document; spec §6.4 needs an update.
- Not yet: C1–C8 main bars (shape and lengths), the C12/C13 bar lengths and
shapes, the drawing check of the coping sheet, and the ③ screen.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- C1: development length l_d = 0.6·d_b·fy/(λ√fck), splice 1.3·l_d, standard
hooks (main 90°, tie 90°, stirrup 135° as written in the spec). fck 27 and
fy 400/500 are marked as assumed values (I02).
- C2: bearing-block bars, one block per bearing (배치 분리). Bars S1 and S2 at
@125 with 8 bars per 1200 mm side (7 gaps = 875, ends 162.5), 2500 mm long,
coping embedment from the block height (pad included, Q16 결정).
- Tests: development and splice lengths; hook table limits; embedment 600 /
550 / 619.1 / 569.1; P1 has 80 bars each of S1 and S2 over 10 blocks.
- Not yet: the ③ screen and the drawing check against the bearing-block drawing.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
E04 (fck 미입력 차단) was abolished on 2026-10-22; fck and fy are now inputs
with assumed defaults, reported as I02 in the rebar stage (spec §10, §13 Q8).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- A 열 is one row across the footing width; each has its own count along the
length. Default floor((L − 1400) / 2250) + 1 per 열, as in spec §4.6.
- Counts are validated: one per 열, whole numbers 2–30. Spacing below the
2250 mm minimum is shown as a warning, not refused (the plan's 6본 → 5@1800
example).
- PierInput gains an optional pileRows; absent means the defaults, so existing
files and the P1 results are unchanged.
- Change tracking compares arrays by value; 열별 본수 can be reverted and
copied (copy item off by default).
- The footing card has −/+ per 열 with spacing, total, and the display string.
- Tests: defaults 4열 × 5본 = 20 and the 1단계 text; 6본 → 5@1800; limits;
model-level 21 piles.
- Not verified in a browser.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- C5: each member's options come from one table. Only the defaults (the 1단계
model) are selectable. The others show as disabled chips with 규칙 미정 (Q6).
The member summary is built from the defaults.
- C6: 전체 선택 acts only on visible, buildable piers; it reads 선택 해제 only
when all of those are checked. A check survives a change of the type filter.
The pier list scrolls past 300 px, for 20 piers.
- Tests: defaults are the only choices; unknown options refused; the 20-pier
mixed list with two failed piers; filter and check persistence.
- Not verified in a browser.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- ① and ② are switched from the stage nav. ② shows the pier list with change
counts, the five members (교량받침, 코핑, 기둥, 확대기초·말뚝, 지반·지층) with
a change count each, a member card, and a change list with per-item revert.
- The member card shows 기본 and 선택 summaries separately. Only members with
existing inputs get fields (코핑 폭·길이, 말뚝 길이); the others show values
and a note that their inputs come in a later step. Unselected members' inputs
are not shown.
- The field rows are shared between ① and ②.
- Added a global [hidden] rule so hidden screens stay hidden.
- Not verified in a browser.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- 속성 복사… opens the four-step dialog: source (current inputs), items,
targets (same-type filter on by default), and a preview with changed values
and skipped items per target. Apply changes only the visible, ticked targets.
- Items that the model does not have yet (기둥, 받침, 배근, 기초 형상) are shown
as 예정 and disabled. Coping length and pile length are off by default.
- Option: regenerate the targets right after applying (default on); otherwise
they show as 재생성 필요 through the normal change tracking.
- Not verified in a browser.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- planCopy previews the changes and the skipped items for one target; applyCopy
applies exactly the planned changes.
- Default selection copies only the coping width; coping length and pile length
are off by default (spec §9). Pile items are skipped when the foundation type
differs. Coordinates, IPs, bearings and elevations are not in any item.
- Equal values are not counted, so the preview count equals the applied count.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Header follows the mockup: dark bar, project line, stage chips (② shows the
pending change count), save status, 저장 / 엑셀 불러오기 / 프로젝트 열기 and
the primary 선택 교각 다시 생성 · 변경 n button.
- Left column: pier list with header row, 선택 n기 bulk bar, 입력값 and the
2단계 input card. The bottom input panel is gone.
- First save opens 시안 ⑤ (project name, bridge, client, author, 좌표계, memo);
later Ctrl+S / 저장 write the same file, as the spec's B5 requires.
- Project info (client, author, 좌표계, memo) is kept in the project file.
- Style layer uses the mockup's tokens (#18212B header, #1F5FA8 primary,
#D5DBE2 borders, #E3EDF8 selected row, JetBrains Mono for numbers).
- Not reflected: ② and ③ screens (not built yet), and the mockup's static
front preview (the app draws the model in 3D). Not verified in a browser.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Three values per pier: defaults (as imported), input (generated), draft
(current cards). Overrides = draft vs defaults; pending = draft vs input.
- Editable now: 코핑 폭, 코핑 길이, 말뚝 길이. Changing a card does not touch the
3D view until 다시 생성; the header and the card show 변경 n.
- Revert puts a field back to its imported default.
- Project files store defaults and draft (optional; v1 files still open).
- Tests: 코핑 폭 3100 → 3300 gives one override and one pending change;
regenerating clears pending but keeps the override; revert; file round trip.
- Not verified in a browser (no debuggable Chrome in this session).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- 저장 (Ctrl+S) downloads <교량명>_교각설계.pzr.json; 프로젝트 열기 reads it
back and regenerates every pier without the source workbook.
- Save status in the header: 저장 전 / 변경 있음 · 미저장 / 저장됨. The
snapshot excludes the history so a save is not counted as a change.
- Auto-backup to IndexedDB 0.8 s after changes while unsaved; on start a banner
offers recovery or discard. Storage failures are reported, not fatal.
- beforeunload warns while there are unsaved changes.
- B1 (default-vs-changed tracking) is not added yet: inputs are not editable
until the 2단계 input cards exist.
- Not verified in a browser (no debuggable Chrome in this session).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- serializeProject / parseProject for the .pzr.json format (spec §8,
schemaVersion 1). Parsing refuses other versions and damaged piers, and
names the first broken pier.
- The 3D model is not stored; it is regenerated on open.
- Tests: save → open equality without the source workbook; regenerated
models equal for 20 piers; version and damage refusals.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Footings, blindings and piles on a bent axis are placed in their stretch's
frame; 일체기초 is grouped per stretch, so a combined footing never crosses
the kink (separate footings, each aligned with its stretch).
- Footings, blindings and piles are trimmed at the mitre plane like the coping.
- The stage-2 refusal for bent foundations is removed; the Level-half-width
refusal for columns at the kink remains.
- Tests: T형 footing crossing the kink stays in stretch 0; 2주형 with columns
on both sides gives one footing per stretch, with mitre clipping in the scene.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The earlier synthetic bend (IP3 at (6, 2)) put IP4 ahead of IP3 on the turned
line, so the axis folded back on itself. buildPier now refuses a kink behind
IP1 along IP1→IP2 or an IP3 behind the kink along the turned direction. Tests
use IP3 (9, −3.464), a valid 60° right turn with kink (7, 0).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- buildPier builds on buildAxis: each object carries its stretch k and a local
s from that stretch's base; coping parts are per stretch with the mitre plane
trimming the overlap in the scene (renderer.localClippingEnabled).
- Straight P1 output is unchanged (regression tests pass).
- Bent coping is supported for 현장타설말뚝 only; footings and piles on a bent
axis remain 미실시 until stage 3. Kink outside the coping and columns within
the Level half-width of the kink are refused.
- W03/W04 use coping coordinates (g).
- Tests: constructed 60° bend — world coordinates of bearings, blocks and the
column survive the stretch frames; mitre sides; scene mesh count; refusals.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- buildAxis: IP1 → IP4 → IP3 as stretches with their own frames; arc length s
from IP1; mitre normal u1 + u2 at the kink.
- toAxis / fromAxis: world ↔ (k, s, n) round trip; stretch chosen by the mitre plane.
- copingSpan (centred on L_IP/2) and nearKink (columns within the Level half-width).
- Straight P1 regression against spec §12 bearing values; bent round trip and continuity.
- Not wired into buildPier yet; the model still refuses bent coping (미실시).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
Sign convention approved: a right (clockwise) deflection is positive.
solveIp4 now rotates the IP1→IP2 direction by −θ. Test covers a +10°
right turn with IP4 at (5, 0).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Front and back coping tops that differ by 5 mm or more in any segment are
drawn as two coping parts split at the midline between the bearing rows.
Tolerance 5 mm and midline position are the draft assumptions (Q1·Q2).
- Scene extrudes each coping part across its own width.
- solveIp4 computes IP4 as the intersection of the IP1→IP2 line with the
line through IP3 turned by the bend angle (positive = counter-clockwise,
sign convention to be confirmed). Bent coping geometry remains 미실시.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Columns closer than one footing length (10400) share a 일체기초 whose
length is the outer-column distance + 10400, centred between them (spec §4.6).
- Pile grid is computed from each footing's length (rows across 8150,
pile count along the length from (length − 1400) / 2250 + 1).
- Blinding concrete follows each combined footing.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Multi-column coping (2·3주형): underside between columns drops 300 below
Level with 300 × 300 haunches (spec §4.5, Q3 추천안).
- Steel pipe pile diameter 609.6 mm (spec §4.5, Q5 추천안).
- Direct foundation keeps the 100 mm blinding concrete (Q4 추천안, test added).
- W03: bearing centre closer than half a block width to a step boundary.
- W04: block footprint outside the coping plan.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- public/samples/운곡교P1입력.xlsx is a byte copy of RAG/운곡교P1입력.xlsx
- loadP1 and the sample loader read the three-sheet input
- spec workbook (intent.PR) stays for the single-sheet regression tests
- test: input file has sheets 교각 · IP · 받침 and parses to P1 with no issues
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- buildTemplateWorkbook: 교각 · IP · 받침 sheets with the headers the parser
reads; value cells left empty so no blank-name rows raise E05
- dialog button 입력 템플릿 다운로드 (.xlsx)
- tests: sheet order, parser recognition, write-and-read round trip
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- one workbook may hold the three tables on separate sheets (user decision,
recorded in DOC/03_설계); spec 2.2 one-sheet-per-pier is superseded
- E05 for rows whose 교각명 has no matching 교각 정보 row, or a pier missing IP/받침
- helper sheets (IP only, 받침 only) are shown as 보조 표 시트, not selectable
- test: three-sheet workbook built from the P1 sheet
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- E05: a sheet whose pier, IP, or bearing table is not on the same sheet is
not selectable (spec 2.2: one sheet per pier)
- a sheet is selectable only if every pier in it builds; the reason is shown
next to the sheet instead of a selectable sheet with an unchecked pier
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- main screen follows 시안 ①: header steps, pier list with type filter and
multi-select, viewer with 아이소/정면/측면/평면, part toggles in mockup order,
input panel and result sections
- import moved to a modal dialog following 시안 ④: project name (required),
file drop and pick, per-sheet recognition with selectable piers, preview of
pier and bearing tables, glossary of Excel column names
- Esc closes the dialog and focus stays inside it (native dialog)
- 44px touch targets and 2px focus rings; colours from the mockup tokens
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- parseWorkbook returns a report per sheet (table counts, issues, ok)
- sheets with E-level issues cannot be selected (spec section 2.3)
- pier input carries its source sheet name
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- three.js scene in the pier frame (pivot at first column centre)
- coping as extruded elevation outline; columns, footings, piles, blinding, bearing blocks and pads
- four view presets, per-part visibility toggles
- workbook load (sample or file), result table, issue list and undetermined defaults
- frame orientation test and bounding-box test
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
