ypshimandClaude Haiku 5.5 325c841733 feat(ground): pile-tip embedment check and soil layers from the ground model ...

- ground.ts: G04 when a pile tip is above the 연암 상면 minus 1.0 × D; G05
  (info) when layers are entered but there is no 연암 row. No message while
  no layers are entered at all.
- ground-model.ts: reads the Python soil.layers as strata rows; the project
  file keeps and checks them.
- ② card: a button fills the layer rows from the ground model for the pier.

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

2026-10-26 10:35:41 +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-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-rebar-inputs.test.ts

test(rebar): the footing rebar follows the footing inputs (L, W, H); P1 unchanged

2026-10-23 16:16:47 +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(ground): pile-tip embedment check and soil layers from the ground model

2026-10-26 10:35:41 +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

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

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