ypshimandClaude Haiku 5.5 f989315e02 feat(rebar): P1 top = C3 − 100 with e_P1 computed; coupler rule keeps 2.5 m below the P1 top ...

e_P1 is no longer an input: P1 top = C3 (lowest coping top − 127 − 2·57.2 = 43.170) − 100 = 43.070, so e_P1 = step top −
43.070 = 485 mm. The P1 top moves from 15147 to 14862 mm; the top piece shortens by 285 mm. Couplers are placed at k·3000
with at least 2500 mm below the P1 top (a value to confirm). On P1 the coupler count stays at four (3, 6, 9, 12 m). P2 and
the tie top do not change.

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

2026-10-23 13:19:09 +09:00

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core

feat(rebar): P1 top = C3 − 100 with e_P1 computed; coupler rule keeps 2.5 m below the P1 top

2026-10-23 13:19:09 +09:00

view

fix(rebar): column heights Hc and h_cop from the model (Level underside, step top) instead of P1 constants

2026-10-23 13:10:51 +09:00

main.ts

feat(rebar,view): coping end height h1, taper h2 and Level width as inputs on ② (1단계)

2026-10-23 11:44:44 +09:00

style.css

feat(view): move all 3D info panels to the right stack (부재 표시, 시점, 색 기준, 원점)

2026-10-23 11:33:45 +09:00

vite-env.d.ts

feat(view): add 3D pier viewer and P1 sample page

2026-10-21 17:28:02 +09:00