- Leg offsets (B1 +25.4, B3 +22.25, B5 +28.6, B7 +23.85) and B11 / B12 heights
(550 / 950 / 1350; 569.1 / 969.1 / 1369.1).
- Reproduction counts: W 7800 → B4 30 / B2 29; L 9350 → B8 36 / B6 35.
- Variables: W 8000 with s 150 → 50 steps, e 150; W 12000 → 92 steps.
- Splice cases: L 8700 → B2 11946 (no splice), L 12400 → B4 12200,
W 8800 → B6 12046.
- Not covered: the 배근도 H 2200 case for B10 (the document's count is unclear).
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>
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