5 Commits
Author SHA1 Message Date
ypshimandClaude Haiku 5.5 4d5e3cc04e feat(rebar): P3 and P6 end at the coping middle level; e_top computed from it
The coping middle level is (Level underside + step top)/2. P3's top and P6's upper limit are this level, and e_top is the
step top minus it (P1: 1322, replacing the 1623 reverse-engineered value). On P1 P3 goes from 38 to 39 ties and P6 stays at
8 levels. With taper h2 = 3000 the middle level is 13275: P3 37 ties, P6 8 levels (32 bars), e_top 2072.

Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
2026-10-23 13:30:28 +09:00
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
ypshim a2317caf6c feat(rebar): add downward 90° hooks (135 mm) to P6 crossties in 3D rebar model 2026-10-22 17:45:22 +09:00
ypshimandClaude Haiku 5.5 5cc166c2e1 feat(core): RB-C07 — delete P4 ties that interfere with the footing top bars
- A P4 is deleted when |z_P4 − z_bar| < (d_P4 + d_bar)/2 against B5 and B1
  (the 확대기초 top layer, from the 상면). B11/B12 are not checked (Q-C9 무시).
- The P6 crossties start from the first kept P4.
- Tests: the document's example keeps all 8; B5 moved to −70 deletes the P4 at
  −60; a P4 just outside the limit is kept.

Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
2026-10-22 11:49:16 +09:00
ypshimandClaude Haiku 5.5 a403ab9641 feat(core): coping main bars C1–C8 (plan C3) and column rebar C4
- Nominal bar diameters (H29 28.6, S32 31.8, …) as used by the documents. With
  them, C7/C8 l_s = 1.3·l_d(28.6, fck 27) = 1717.6, which is the document's 1717.
- C1–C8 (코핑철근.md §5): width layout 127 · 110.5 · 21@125 · 110.5 · 127 with 24
  bars (12 + 12); heights 43.284 / 43.227 / 43.170; top bar lengths 12744 /
  12629.6 / 12515.2; bottom pieces ≈ 7448.
- C4 (기둥철근.md): P1 r 875 and P2 r 843.2; couplers P1 +3/6/9/12 m, P2 +150;
  230 + 230 main pieces and 368 couplers; tie radius 900.45; P3 38 at @300 from
  2.340; P5 19 at @120; P4 8 at @120 from −0.060; P6 8 levels × 4 = 32, length
  ≈ 2071.
- Not yet: C4 interference checks (P4 vs B11, Q-C9), bar lengths of P3/P5/P4
  and coupler shapes, the coping/column drawing checks, and the ③ screen.

Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
2026-10-22 11:28:03 +09:00