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ypshimandClaude Haiku 5.5 daf78d0586 feat(core): rebar common rules (plan C1) and bearing-block bars (plan C2)

- 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>

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

public/samples

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

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

scripts

test(ui): verify the template download button saves the file in Chrome

2026-10-21 18:17:27 +09:00

src

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

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

tests

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