ypshimandClaude Haiku 5.5 a403ab9641 feat(core): coping main bars C1–C8 (plan C3) and column rebar C4 ...

- Nominal bar diameters (H29 28.6, S32 31.8, …) as used by the documents. With
  them, C7/C8 l_s = 1.3·l_d(28.6, fck 27) = 1717.6, which is the document's 1717.
- C1–C8 (코핑철근.md §5): width layout 127 · 110.5 · 21@125 · 110.5 · 127 with 24
  bars (12 + 12); heights 43.284 / 43.227 / 43.170; top bar lengths 12744 /
  12629.6 / 12515.2; bottom pieces ≈ 7448.
- C4 (기둥철근.md): P1 r 875 and P2 r 843.2; couplers P1 +3/6/9/12 m, P2 +150;
  230 + 230 main pieces and 368 couplers; tie radius 900.45; P3 38 at @300 from
  2.340; P5 19 at @120; P4 8 at @120 from −0.060; P6 8 levels × 4 = 32, length
  ≈ 2071.
- Not yet: C4 interference checks (P4 vs B11, Q-C9), bar lengths of P3/P5/P4
  and coupler shapes, the coping/column drawing checks, and the ③ screen.

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

2026-10-22 11:28:03 +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

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

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

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

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

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

rebar-bearing.test.ts

feat(core): bearing-block drawing check and coping rebar C3 (plan C2·C3)

2026-10-22 11:08:27 +09:00

rebar-column.test.ts

feat(core): coping main bars C1–C8 (plan C3) and column rebar C4

2026-10-22 11:28:03 +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-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(core): bearing-block drawing check and coping rebar C3 (plan C2·C3)

2026-10-22 11:08:27 +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

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