ypshimandClaude Haiku 5.5 675f8124ca feat(view): 확대기초·말뚝 plan and side drawings on ② (2단계), drawn from the model ...

The footing card shows a plan (footing rectangle, pile circles, column, pier axis, mm labels) and an elevation (footing,
piles to their tips, column, h1 and pile length). The drawings are SVG strings built from the model, so they follow the
inputs. θ is noted as not yet applied. Tests check the pile count, the mm labels and the width input.

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

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

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fixtures

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

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-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-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

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-model.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

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-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-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

helpers.ts

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

2026-10-21 18:18:51 +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(view): round bar bends at the centre-line radius; bend factors as inputs on ③

2026-10-23 10:13:16 +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(core): coping main bars C1–C8 (plan C3) and column rebar C4

2026-10-22 11:28:03 +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): add downward 90° hooks (135 mm) to P6 crossties in 3D rebar model

2026-10-22 17:45:22 +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): rebar strength per 규격 prefix as inputs on ③ (D SD300, H SD400, S SD500)

2026-10-23 09:51:36 +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): add downward 90° hooks (135 mm) to P6 crossties in 3D rebar model

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

rebar-summary.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

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

2026-10-22 10:15:03 +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

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