Commit Graph
4 Commits
Author SHA1 Message Date
ypshimandClaude Haiku 5.5 8ac5d2973c feat(view): 전단철근 구간 표 on the ③ coping tab (시안 ③)
- Segments of C9 (좌 경사), C10 (Level), C11 (우 경사): first and last bar in
  metres, spacing, count, and bar number. From the bar positions (코핑철근.md §3).
- Test: 0.300–4.550 (18 @250), 4.800–7.200 (9 @300), 7.450–11.700 (18 @250).
- Not verified in a browser.

Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
2026-10-22 12:17:12 +09:00
ypshimandClaude Haiku 5.5 1c6194cd48 feat(core): cap bars of C9–C11 and piece count (추천안 for Q-K5)
- Recommended l_cap = h − 100 (top cover), so l_cap stays below h (RB-K04).
  Cap length = 1740 + 2·l_cap. The shear rows show U and cap ranges.
- Piece count 6 per position (3 closed stirrups × U + cap): C9 + C10 + C11 gives
  270 pieces, as in the document.
- P1/P2 per-line pieces are shown from the document (기둥철근.md §3.2).
- Tests: cap length and the 270 check.
- Not verified in a browser.

Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
2026-10-22 11:38:28 +09:00
ypshimandClaude Haiku 5.5 5641bbe265 feat(core): lengths for coping, column and the B2 split (추천안)
- 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>
2026-10-22 11:37:08 +09:00
ypshimandClaude Haiku 5.5 b962cf1a1c feat(core): bearing-block drawing check and coping rebar C3 (plan C2·C3)
- Drawing check (spec §6.3): an integrated 2500 × 1200 block gives 18@125 = 2250
  along (ends 50 + 75) and 7@125 = 875 across (ends 162.5).
- C3 coping rebar, from RAG/코핑철근.md (2026-10-22 final):
  - C10: 9 bars @300 at 4800–7200 (k_max 4, beyond the Level edge).
  - C9 / C11: 18 bars each @250 outward, ends at 300 and 11700 (end gap 300).
  - Refuses a coping too short for C9 (RB-K01).
  - Side bars C12 5 rows / C13 2 rows at the 42.538 break; C14 38 bars;
    C15 11 bars, C16 22 bars.
- spec §6.4 is older than 코핑철근.md (C10/C9/C11 layout, C12 row count, C14
  dimensions). This follows the final document; spec §6.4 needs an update.
- Not yet: C1–C8 main bars (shape and lengths), the C12/C13 bar lengths and
  shapes, the drawing check of the coping sheet, and the ③ screen.

Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
2026-10-22 11:08:27 +09:00