feat(view): bearing reference tables on ② (drawing values, read-only, not used in the model)
The P1 상세도 ELEVATION TABLE and 솔플레이트 TABLE are shown on the bearing card. The model does not use them (Q16). The ELEVATION table compares the drawing's coping top (EL.X − E) with the model's coping top; the difference is a constant 0.211 m on all ten bearings. The solplate table checks T1 and T2 against T ± L·|S|/2 with the 공통 규칙 T = 30 mm; all rows match. Tests check E = h1+h2+h3+h4, L and W, the T1/T2 rule, and the constant offset. Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
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/**
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* 교량받침 reference tables from the P1 상세도 (도면값, 읽기 전용, 2026-10-23). They are not used in the model:
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* the model keeps the imported values (Q16). EL.X is the drawing's bearing level; E = h1 + h2 + h3 + h4.
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*/
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export interface BearingRefRow {
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no: number;
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row: '전열' | '후열';
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/** EL.X (m). */
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elx: number;
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/** 블럭 높이 h1 (mm, 도면). */
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h1: number;
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/** 모르타르 h2 (mm). */
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h2: number;
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/** 받침 h3 (mm). */
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h3: number;
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/** 솔플레이트 h4 (mm). */
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h4: number;
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/** E (mm, 도면). */
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E: number;
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A: number;
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B: number;
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C1: number;
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C2: number | null;
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C3: number | null;
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C4: number | null;
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C5: number | null;
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C6: number | null;
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S1: number;
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}
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export interface SolplateRefRow {
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no: number;
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/** 기울기 S (%), negative as drawn. */
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s: number;
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L: number;
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W: number;
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/** 솔플레이트 T (mm). */
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T: number;
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T1: number;
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T2: number;
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}
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const FRONT = { h1: 164, h2: 50, h3: 181, h4: 30, E: 425 };
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const BACK = { h1: 139, h2: 50, h3: 181, h4: 30, E: 400 };
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export const BEARING_ELEVATION_REF: BearingRefRow[] = [
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{ no: 1, row: '전열', elx: 43.625, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 2, row: '전열', elx: 43.697, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 3, row: '전열', elx: 43.768, ...FRONT, A: 700, B: 790, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 4, row: '전열', elx: 43.840, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 5, row: '전열', elx: 43.912, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 6, row: '후열', elx: 43.600, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 7, row: '후열', elx: 43.672, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 8, row: '후열', elx: 43.744, ...BACK, A: 700, B: 650, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 9, row: '후열', elx: 43.816, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 10, row: '후열', elx: 43.887, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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];
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export const SOLPLATE_REF: SolplateRefRow[] = [
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{ no: 1, s: -1.910, L: 800, W: 740, T: 38, T1: 38, T2: 22 },
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{ no: 2, s: -1.907, L: 800, W: 740, T: 38, T1: 38, T2: 22 },
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{ no: 3, s: -1.905, L: 800, W: 890, T: 38, T1: 38, T2: 22 },
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{ no: 4, s: -1.903, L: 800, W: 740, T: 38, T1: 38, T2: 22 },
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{ no: 5, s: -1.901, L: 800, W: 740, T: 38, T1: 38, T2: 22 },
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{ no: 6, s: -1.910, L: 800, W: 640, T: 38, T1: 38, T2: 22 },
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{ no: 7, s: -1.907, L: 800, W: 640, T: 38, T1: 38, T2: 22 },
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{ no: 8, s: -1.905, L: 800, W: 750, T: 38, T1: 38, T2: 22 },
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{ no: 9, s: -1.903, L: 800, W: 640, T: 38, T1: 38, T2: 22 },
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{ no: 10, s: -1.901, L: 800, W: 640, T: 38, T1: 38, T2: 22 },
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];
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/** 솔플레이트 T of the 공통 규칙 (30 mm). T1 and T2 are computed from this value, not from the table's T column. */
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export const SOLPLATE_T_RULE = 30;
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/** T1 / T2 by the drawing's rule: T ± L·|S|/2, rounded to mm (S in %). */
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export function solplateTs(T: number, L: number, s: number): { T1: number; T2: number } {
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const half = (L * Math.abs(s)) / 200;
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return { T1: Math.round(T + half), T2: Math.round(T - half) };
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}
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+52
@@ -16,6 +16,7 @@ import { buildRebar3D, type RebarColorMode, type RebarScene } from './view/rebar
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import { DEFAULT_MATERIAL, FCK_MEMBERS, fyOf, GRADE_CHOICES, isAssumedMaterial, materialFrom, type BendFactors, type FckByMember, type FckMember, type GradeKey, type Material } from './core/rebar/common';
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import { buildQuantity, quantityRows, type Quantity, type QuantityLine } from './core/rebar/quantity';
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import { P1_COPING_GEOM } from './core/coping-geom';
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import { BEARING_ELEVATION_REF, SOLPLATE_REF, SOLPLATE_T_RULE, solplateTs } from './core/bearing-ref';
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import { allVisibleChecked, setVisibleChecked, type TypeFilter } from './core/selection';
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import { choose, defaultSummary, isSelectable, SHAPE_GROUPS, UNDEFINED_REASON, type MemberId } from './core/shape-options';
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import { parseProject, SCHEMA_VERSION, serializeProject, type ProjectFile, type ProjectInfo } from './core/project';
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@@ -1246,6 +1247,56 @@ function setMaterial(key: 'fck' | GradeKey, raw: string): void {
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renderAll();
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}
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/** ② 교량받침 reference (1단계, 읽기 전용): the drawing's ELEVATION and 솔플레이트 tables, not used in the model (Q16). */
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function renderBearingRef(box: HTMLDivElement, pier: Pier): void {
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const m = pier.model;
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const wrap = el('div', undefined, 'bearing-ref');
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wrap.appendChild(el('p', '교량받침 ELEVATION TABLE (도면값 · 읽기 전용, mm · EL m)', 'lbl'));
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wrap.appendChild(el('p', '도면값은 모델에 쓰지 않습니다(Q16). 아래 "차이"는 도면과 모델의 코핑 상면 차이입니다.', 'muted small'));
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const front = m?.segments ?? [];
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const backBlocks = m?.blocks.filter((b) => b.row === '후열') ?? [];
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const et = el('table', undefined, 'grid-table rebar-table');
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const eh = el('thead');
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const ehr = el('tr');
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for (const h of ['No', '열', 'EL.X', 'E', 'A', 'B', 'C1', 'S1', '도면 상면 (EL.X − E)', '모델 코핑 상면', '차이 (m)']) ehr.appendChild(el('th', h));
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eh.appendChild(ehr);
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et.appendChild(eh);
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const eb = el('tbody');
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for (const r of BEARING_ELEVATION_REF) {
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const drawingTop = r.elx - r.E / 1000;
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const modelTop = r.row === '전열' ? front[r.no - 1]?.top : backBlocks[r.no - 6]?.bottom;
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const diff = modelTop === undefined ? NaN : modelTop - drawingTop;
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eb.appendChild(el('tr')).append(
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el('td', String(r.no)), el('td', r.row), el('td', r.elx.toFixed(3)), el('td', String(r.E)),
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el('td', String(r.A)), el('td', String(r.B)), el('td', String(r.C1)), el('td', String(r.S1)),
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el('td', drawingTop.toFixed(3)), el('td', modelTop === undefined ? '—' : modelTop.toFixed(3)),
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el('td', Number.isNaN(diff) ? '—' : diff.toFixed(3)),
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);
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}
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et.appendChild(eb);
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wrap.appendChild(el('div', undefined, 'table-scroll')).appendChild(et);
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wrap.appendChild(el('p', '솔플레이트 TABLE (도면값, mm)', 'lbl'));
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const st = el('table', undefined, 'grid-table rebar-table');
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const sh = el('thead');
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const shr = el('tr');
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for (const h of ['No', 'S (%)', 'L', 'W', 'T', 'T1', 'T2', '식 검산']) shr.appendChild(el('th', h));
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sh.appendChild(shr);
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st.appendChild(sh);
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const sb = el('tbody');
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for (const r of SOLPLATE_REF) {
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const calc = solplateTs(SOLPLATE_T_RULE, r.L, r.s);
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const ok = calc.T1 === r.T1 && calc.T2 === r.T2;
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sb.appendChild(el('tr')).append(
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el('td', String(r.no)), el('td', r.s.toFixed(3)), el('td', String(r.L)), el('td', String(r.W)),
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el('td', String(r.T)), el('td', String(r.T1)), el('td', String(r.T2)), el('td', ok ? '일치' : `식 ${calc.T1} / ${calc.T2}`),
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);
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}
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st.appendChild(sb);
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wrap.appendChild(el('div', undefined, 'table-scroll')).appendChild(st);
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box.appendChild(wrap);
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}
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/** ② 코핑 상세 (2단계, 읽기 전용): d_IP2 and the 계단 구간 표 from the model (승인 2026-10-23). */
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function renderCopingInfo(box: HTMLDivElement, pier: Pier): void {
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const m = pier.model;
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@@ -1321,6 +1372,7 @@ function renderPlan(): void {
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fieldRows(fields, pier, member.keys);
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if (member.id === 'footing') renderPileRows(fields, pier);
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if (member.id === 'coping') renderCopingInfo(fields, pier);
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if (member.id === 'bearing') renderBearingRef(fields, pier);
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if (FCK_MEMBERS.includes(member.id as FckMember)) renderMemberFck(fields, member.id as FckMember);
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regen.textContent = `다시 생성 · 변경 ${pendingKeys(pier).length}`;
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regen.disabled = pendingKeys(pier).length === 0;
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@@ -789,3 +789,7 @@ body { background: #eef1f4; font-family: 'Noto Sans KR', system-ui, sans-serif;
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#viewer-block .origin-wrap { align-self: flex-start; }
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#viewer-block .viewer-stack-right { position: static; width: auto; }
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}
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/* ② 교량받침 reference tables (읽기 전용) */
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.bearing-ref .table-scroll { overflow-x: auto; margin-bottom: 8px; }
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.bearing-ref table { font-size: 12px; }
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