- Coping: C9/C10 lower U = 1740 + 2h with h linear along the slope and 2300 on
the Level (3522 / 6098 / 6249 / 6340 from the document); C12 (3717–10183),
C13 11746, C14 3447.5, C15 3852, C16 4070.
- Column: P3 = C_t + 1.3·l_d(H19) lap (추천안 for Q-C6, lap 1146.6), P5 = C_t.
- Footing: B2 13646 is split into two pieces at a splice with 1.3·l_d(S25,
SD500) (추천안 for Q-B6), piece ≈ 7776 each.
- Not done: C9/C11 cap (삿갓) lengths (Q-K5 open), P1/P2 per-line pieces.
- Tests against the document values; P1 summary updated.
- Not verified in a browser.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- B9 (확대기초철근 (1).md §9): H16 with the 135° stirrup hook, on the odd grid
(i_W = 1, 5, …), 16 rows, 20 per row (even rows start at i_L 1, odd at 3),
320 bars, length l_v 1750 + 2 × 189 ≈ 2128.
- The rebar summary now lists B9; the alert about B9 is gone. Positions and
hooks are the document's proposed rules (Q-B18, Q-B19), noted on the row.
- Tests: the document's B9 values; P1 summary has 320 and only the splice alert.
- Not verified in a browser.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Footing (확대기초철근 (1).md): grid counts from W and L, layer heights,
B1–B4 and B5–B8 counts and lengths (B2 13646, B6 11396), B10-1/B10-2,
B11 (60) and B12 (47) with their lengths. B9 is not computed yet.
- rebarSummary: one 철근표 per pier from the model (bearing, coping, column,
footing), with alerts: RB-F08 (B2 needs a splice, Q-B6), RB-F09 (B9 not
computed).
- ③ screen v1: stage nav button, member tabs (받침블럭 · 코핑 · 기둥 · 확대기초),
rebar table with 번호 · 규격 · 개수 · 길이 · 비고, alert list, and the open
questions (Q-B5, Q-B6, Q-C9). Drawings and the 강조 연동 are not in v1.
- Tests: footing values from the document; P1 summary totals; warnings.
- Not verified in a browser.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
