Each member can take its own fck on its ② card. A member without one uses the ③ 공통 fck, and fy stays common.
The rebar table and the 3D model both read the resolved value. The I02 note stays until every fck member has its
own value. The project file stores the values as optional fckByMember and refuses a bad value on open.
Changing the fck is not a shape change, so it is not counted in the pending changes.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The stair bars in the 철근표 and the 3D model, and the 3D bottom and column bars, were built with the default fck,
so a changed fck did not reach them. buildRebar3D now takes the material, and a material change rebuilds the scene.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Coping §9: C10 at each column centre (@300, k_max as for one column), C9 / C11
outside, and the gaps between columns filled @250 from both C10 groups with the
remaining length shared evenly (추천안, Q-K2). One column gives the T형 result.
- Column bars and couplers repeat per column (P1 230 × 2 for 2주형, × 3 for 3주형).
- Footings: each footing's bars are summed per name; the longest length governs.
- C14 is kept as the T형 layout with an RB-M01 note (per-column rule open, Q-K11).
- Tests: counts for 2주형 and 3주형; T형 unchanged; too-close columns refused.
- Not yet: the ③ shear-segment table for multi columns (still single column), the
C14 per column, and a drawing for multi columns. Not verified in a browser.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
[보기] only switched the member tab. The alert now names its bar (RB-F08 → B2),
and [보기] switches to the member, highlights that row, and scrolls to it.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- 철근표 columns as in the 시안: 구분 · 번호 · 규격 · 간격 · 실간격 · 위치 · 방향 ·
형상 · 길이 · 개수 · 근거 · 비고. Metadata per bar from the rebar documents.
- 근거 badges: 입력 / 기본값 / 계산 / 가정 (the 가정 badge is italic amber).
- 번호 click highlights that row.
- 알림: [보기] opens the member tab; I02 [입력] focuses the fck input.
- Member tabs show the warning count.
- 공통 설정 moved to the right column (알림 → 검토 필요 → 공통 설정), as in the 시안.
- The 시안's "fck를 입력해야 생성" blocker is not used: the defaults are assumed
values (I02), as decided on 2026-10-22.
- Not in this step: the drawings and the 정면·단면 연동 (시안 도면 뷰어).
- Not verified in a browser.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- Material {fck, fyH, fyS}, defaults 27 / 400 / 500 as assumed values (I02).
The rebar calculations take the material: the C7/C8 splice, the P2 development
length, the P3 lap, and the B2 split use it instead of fixed numbers.
- ③ screen: 공통 설정 inputs with a note that the defaults are assumed (I02).
- Project file stores the material as an optional field; older files open with
the defaults.
- Tests: fck 27 → 35 shortens the laps by √(27/35); the C7 piece follows fck;
a non-default fy drops I02; the file round trip.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- The 번호·규격 and 비고 columns of the ③ table read left to right; the note
wraps instead of stretching the table.
- C14 note: "위 2줄 11본씩, 아래 5 · 6 · 3 · 2 (합 38)".
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- 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>
- 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>
