The 250 grid runs from the Level underside + 127 for C12 and C13 together. The drawing's sixth C12 row at the bottom is the
bottom bar C7·C8 (코핑철근.md §6.1), so no bars are added and the counts stay the same.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The split between C12 and C13 follows the end underside, not a fixed level: C12 rows lie between the Level underside and
the end underside (taper height h2), C13 rows between the end underside and the top (end height h1). The break is the end
underside + 127 mm, the taper line's start at the end face. P1 is unchanged (C12 41.288–42.288, C13 42.538–42.788). Tests
check the band rule for h1 and h2 changes.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The three values are inputs on the coping card, with the P1 values (1000 · 1500 · 2100) when absent, and they are tracked
like the other shape inputs. The geometry and the coping rebar read them from one CopingGeom: the U heights follow the
closed form (h1 − 2c) + h2·min(x_s, x_L0)/x_L0, which reproduces the P1 values. The side rows are assumed to keep their
position relative to the Level underside (명세 확인 필요). P1 results are unchanged; the full suite passes.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The coping card lists d_IP2 and a table of the step segments: range, front and back coping tops, the lateral step, and
the block heights including the 50 mm pad (150 / 200 as in the 삽도). The table is read from the model; nothing new is
computed or entered. Tests check the P1 values against the 삽도.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The four panels are in one stack on the right of the 3D view, 180 px wide, with the ⓘ origin note opening to its left.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The right stack is gone. 색 기준 and the ⓘ origin note now sit under 시점 in the left stack, so every 3D info panel is on the
left. The stack is 180 px wide; the origin note opens to the right of its button.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
On wide screens the pier name moves to the 교각 목록 (name · type), the band is gone and the 3D view takes the full height.
A left stack holds 부재 표시 and then 시점; a right stack holds 색 기준 and then the ⓘ origin note. The active pier is scrolled
into view when it changes. Below 600 px the title is kept above the model and the stacks sit below it.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The title stays. The view buttons become a menu that shows the current view and closes on a choice, Esc or an outside
click. The origin note is an ⓘ toggle. 부재 표시 and 색 기준 are collapsed by default and show their state in the summary
(e.g. 부재 표시 7/7 ▾, 색 기준: 역할 ▾); their open state is remembered per viewer, with guarded storage access.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
Between 601 and 1100 px the title stays on the left and the view buttons and origin note sit on the right. Wider windows
keep the current order; below 600 px the band wraps as before.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The title, view buttons and origin sit in one 44 px band on the model. 부재 표시 is a collapsible panel on the left and
색 기준 (③ only) a collapsible panel on the right, both over the canvas, about 170 px wide, with 44 px touch targets.
Below 600 px the band wraps and the panels fall below the model.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
On wide screens the page is one fixed-height frame: the left list, the centre (model band on top, table below) and the
right results each scroll on their own. The model band is 280–560 px (48vh) and the 3D view follows its container
through a ResizeObserver. The table header stays on top. Below 1100 px the panels stack with a 60vh height limit.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
Each block takes the skew of its bearing row against the perpendicular of its stretch axis (rowSkewDeg, from the bearing
azimuth). The blocks and pads are turned to that skew, and the S1/S2 bars are drawn in the block frame and turned with
it, so their lengths and embedments do not change. ② shows the row skew (P1: front −4.42°, back −3.11°). Approved
2026-10-23 with the drawing as reference.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The status line and the backup banner share one row (the banner appears only when a backup exists). Results and notices
show as toasts that close after 4 s; problems stay until closed. The status line keeps only the empty-state hint.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
A row can now carry pieces (length, count). C9, C10, C11 and C9·C11 사이 have U and 삿갓 pieces per position (3 loops each);
C12 and C13 have 일자 and ㄷ pieces per bar; P1 and P2 have their splice pieces, each counting all the bars. The
재료표 totals from the pieces, so no bar is left out. 개수 stays the 철근표 count; the piece count is kept beside it. The
삿갓 length h − 100 is an assumption (Q-K5) and is noted on the ④ screen.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The 철근재료표 moves from ③ to a new stage ④ in the header. It shows the checked piers (or the current one), one table
per pier with 강종 → 직경 → 번호 and subtotals, and a total across piers. The Excel export has one sheet per pier and a
합계 sheet. Print uses A4 landscape without the header and buttons. ③ keeps a summary line and a link to ④.
Spec §5, §6.9 and §7 record the stage (approved 2026-10-23).
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The quantity table sits below the 철근표 for the whole pier. Lines group by grade and nominal diameter, with
subtotals, unit weight 0.00617·d² (kg/m), the total in kg and ton, and a 할증 total. 할증 is an input in 공통 설정,
default 0 as an assumption. Couplers are counted, not weighed. Bars with no length yet (C9, C10, C11, C12, P1, P2) are
listed as missing and kept out of the totals. The table exports to Excel with SheetJS.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
Bars drawn through several points are one tube each, with every bend rounded by R·tan(φ/2) at the centre-line radius
(inner factor × d + d/2). The inside-radius factors (D16 and below, D19–D25, D29–D35, D38 and above) are inputs in 공통
설정, with KDS-based defaults 2 / 3 / 4 / 5. The size-class limits sit in one place (SIZE_CLASS), which also fixes
D25 (25.4) being read as the D29–D35 class in hookLength. The helper bendDeduction gives the centre-line deduction for
the length option, which is not yet applied to the 철근표 lengths.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The three 폐합 of one position were drawn at the same x, so their U bars overlapped. Loop i now sits at x + i·2d and its
삿갓 one bar (d) beside its U, so no U meets another loop's U or 삿갓. The 철근표 counts and lengths are unchanged.
The rule is geometry only; the spec (§4.3) needs the stacking note.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The 철근표 has a selection checkbox per row. Select-all / clear and 선택만 보기 sit above the table. In 선택만 보기 the other
bars are hidden in 3D and the members stay at 50% for context. A 3D click or an alert [보기] selects one bar; the
selection clears when the member tab or the pier changes. The selection is screen state and is not saved to the project.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
fyH and fyS become a grade per prefix (D · H · S), chosen from SD300 · SD400 · SD500. The defaults are the P1 values, so
the P1 results do not change. Each bar takes its grade from its 규격 (fyOf). The 철근표 has a 강도 column. Older files
that stored fyH / fyS are read into the grade map. Only fck is still an assumed value (I02). Approved 2026-10-23.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
On ③ the members, the ground and the blinding concrete are drawn at half opacity without depth writes, so the bars show
through. Outside ③ each part returns to its own opacity. Rebar colours are shaded to 0.8 and slightly glossier so they
read through the members. Approved 2026-10-23.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The colour basis control sits in the 교각 3D 뷰 title row between the 시점 buttons and the origin note.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The colour basis control and legend sit below the 3D canvas and show only on ③, so they belong to the model window.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
Role colours stay the default (spec §6.7). A control on ③ switches to diameter (nominal size, H and S of one size
share a colour, Okabe–Ito palette) or member (받침블럭 · 코핑 · 기둥 · 확대기초). The legend lists only the items
the model has. Highlighting and the state colours are unchanged. Approved 2026-10-23.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The fck row on ② no longer uses the orange changed style, since fck does not change the shape and is not counted in 변경 n건.
The row says 배근에만 반영 instead.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
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>
The model sits at the top of the centre column and the table or member card
below it, between the pier list on the left and the results on the right, as in
the ① screen and the 시안.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- The 3D model of ③ draws each bar family from the rebar modules (coping top and
bottom bars, shear loops, side bars, column bars and ties, footing B1–B8, bearing
S1/S2) and names every bar as its 철근표 number.
- A table row click highlights the bar in 3D (the others dim); a click on a 3D bar
selects its row in the table and sets the member tab. Drags still rotate.
- The rebar is shown only on ③. Not drawn yet: C14, C15/C16, B9–B12, the couplers,
and the bars of a bent coping.
- Tests: family names and counts (P1 46), highlight behaviour.
- Not verified in a browser.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The 3D viewer (views, canvas, part toggles) moves into a slot at the top of ②
and ③ while those screens are shown, and back to ① otherwise. Moving the
element keeps the WebGL context; the viewer is measured after its screen is
visible.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The ③ screen had no pier list. The left column now has the 교각 목록 with
checkboxes and a 배근 status (계산됨 / 오류), the 선택 n기 line with 속성 복사…,
then 부재 · 배근 타입. The checks are shared with ① and ②.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
The segment table lists each column's Level and the segments between columns
(추천안, Q-K2), so a 2주형 shows 좌 경사 3, Level 1 9, Level 2 9, 기둥 사이 1 18,
우 경사 3. One column is unchanged.
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>
- 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>
[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>
The text columns were right-aligned and the table pushed the 비고 column out of
view. Text columns are now left-aligned, numbers (길이, 개수) right-aligned, and
the table scrolls sideways inside its panel.
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 highlight is the 'current' class, but the stage switch only changed
aria-current, so ① stayed highlighted while ③ was shown. The switch now moves
the class with aria-current.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- 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>
- 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>
Setting the project name programmatically does not fire 'input', so the apply
button stayed disabled after 샘플 P1 사용 even with P1 checked. The button is
now refreshed after the names are filled.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- The sample button and ?sample=1 fill the project name 운곡교P1 and the bridge
name 운곡교. The sample is RAG/운곡교P1입력.xlsx.
- Test: the app's copy stays byte-identical to the RAG file (skipped when the
RAG folder is absent) and reads one pier, P1, T형, 말뚝기초, 10 bearings.
Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
- 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>
- 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>
