ypshimandClaude Opus 5.5
87b445965b
교대 받침 카드(spec_abut §5, QA-15)를 교각과 같은 계산(sole-plate.ts)으로 바꾸고 C안 모듈을 정리한다. - S: 짝 받침(A1 ↔ P1 전열, A2 ↔ Pn) 계산, 없으면 교대 종단경사 i(엑셀 Abut). 직접 수정 가능 - L = A + 100, W = B + 100 (A × B 기본 700 × 640, P1 전열 값 가정), 받침 1열이라 T 하나 - h3 기본값 = 받침 시트 받침높이 − T_ref (A1 275 − 30 = 245): 엑셀 받침높이의 거더 하면을 지킴. 시안은 P1의 h3 181을 가정했으나 교대 시트에 받침높이가 있어 이렇게 둔다 (입력으로 바꿀 수 있음) - 블럭 콘크리트 = 블럭 높이 − 패드 − (T − T_ref), E는 그대로 - 입력 칸: h3 · T_ref · T_min · 여유 · A · B · T · S (h3·T·S는 비우면 자동). C안 값(lengthMm 등)은 무시 - A1 검증: S −1.908 … −1.902 % (짝 P1 전열), L 800 · W 740 · T 30 · T1 38 · T2 22, E 400 - src/core/solplate-rule.ts(C안)와 그 테스트 삭제, 솔플레이트 기하 테스트는 새 계획으로 Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com>
98 lines
4.9 KiB
TypeScript
98 lines
4.9 KiB
TypeScript
import { readFileSync } from 'node:fs';
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import { fileURLToPath } from 'node:url';
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import * as XLSX from 'xlsx';
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import { describe, expect, it } from 'vitest';
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import { buildAbut } from '../src/core/abut/geometry';
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import { parseAbutments, toAbutInput } from '../src/core/abut/parse';
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import { buildMembers } from '../src/core/abut/members';
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import {
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ABUT_BEARING_RULE_DEFAULT,
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abutBearingChecks,
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abutElevationRows,
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abutSolplateRows,
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resolveBearingRule,
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} from '../src/core/abut/bearing-table';
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import { applyBearingRule } from '../src/core/abut/edit';
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import { checkStoredAbutments } from '../src/core/project';
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import { p1Pairs } from './helpers';
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const RAG = fileURLToPath(new URL('../../../RAG/운곡교P1입력.xlsx', import.meta.url));
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const rec = parseAbutments(XLSX.read(readFileSync(RAG), { type: 'buffer' })).abutments[0];
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const input = toAbutInput(rec);
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const model = buildAbut(input);
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const members = buildMembers(model, { bottomEl: input.foundationBottomEl, pileLengthMm: input.pileLengthMm });
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const rule = resolveBearingRule();
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const H = rec.bearingHeightMm;
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// Bridge context as in the app: A1 ①–⑤ pair with P1 전열 ①–⑤ (2026-11-06), 교대 종단경사 i from the sheet.
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const ctx = { pairs: p1Pairs(), slopeI: rec.slopeI };
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describe('교대 받침 카드 (솔플레이트 결정 2026-11-06, h3 = 받침높이 − T_ref)', () => {
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it('defaults: A 700 × B 640 + 100, T_ref 30, T_min 22; H 275 from the 교대 sheet → h3 245', () => {
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expect(ABUT_BEARING_RULE_DEFAULT).toMatchObject({ tRefMm: 30, tMinMm: 22, marginMm: 100, aMm: 700, bMm: 640 });
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expect(H).toBe(275);
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const [r] = abutSolplateRows(model, rule, H, ctx);
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expect([r.L, r.W, r.T, r.T1, r.T2]).toEqual([800, 740, 30, 38, 22]);
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expect(abutElevationRows(model, rule, H, ctx)[0].h3).toBe(245);
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});
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it('ELEVATION: block 125 = 75 + 50, E = 75 + 50 + 245 + 30 = 400 (the girder underside of the sheet)', () => {
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const rows = abutElevationRows(model, rule, H, ctx);
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expect(rows).toHaveLength(5);
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for (const r of rows) {
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expect([r.h1, r.h2, r.h3, r.h4, r.E]).toEqual([75, 50, 245, 30, 400]);
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expect(r.solplateTopEl).toBeCloseTo(r.seatEl + 0.4, 6);
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}
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const first = rows.find((r) => r.no === 1)!;
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expect(first.seg).toBe('①');
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expect(first.seatEl).toBeCloseTo(44.367, 3);
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expect(first.z).toBeCloseTo(44.492, 3);
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});
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it('솔플레이트 TABLE: S from the P1 pair (−1.908 %, 계산), T1 38 on the 오르막 (A1) side; W08 within 1 mm', () => {
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const rows = abutSolplateRows(model, rule, H, ctx);
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expect(rows.map((r) => r.S.toFixed(3))).toEqual(['-1.908', '-1.906', '-1.904', '-1.904', '-1.902']);
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expect(rows.every((r) => r.source === '계산' && r.pair?.startsWith('P1-'))).toBe(true);
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expect(rows[0].check).toBe('16 ≈ 15.3 일치');
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});
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it('without a pair the 교대 종단경사 i (−0.0191) is used: S −1.91 % (입력), T 30', () => {
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const [r] = abutSolplateRows(model, rule, H, { slopeI: rec.slopeI });
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expect(r.source).toBe('입력');
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expect(r.S).toBeCloseTo(-1.91, 9);
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expect(r.T).toBe(30);
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});
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it('S typed −3 % → T 34; the block concrete loses 4 mm and E stays 400 (거더 하면 고정)', () => {
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const steep = resolveBearingRule({ slopePct: -3 });
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expect(abutSolplateRows(model, steep, H, ctx)[0]).toMatchObject({ T: 34, T1: 46, T2: 22, source: '수정됨' });
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const r = abutElevationRows(model, steep, H, ctx)[0];
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expect([r.h1, r.h4, r.E]).toEqual([71, 34, 400]);
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});
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it('checks: W02, W04 (흉벽 ≈ 145 · 전면 255), W03 and I01 all clear for A1', () => {
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const lines = abutBearingChecks(model, members, rule, H, ctx);
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expect(lines).toHaveLength(4);
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expect(lines[0]).toContain('W02 없음');
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// 시안 145 is bearing ① (lateral 0.745); the smallest gap over the five bearings is 144 (lateral 0.744).
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expect(lines[1]).toMatch(/흉벽 14[45]/);
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expect(lines[1]).toContain('전면 255');
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expect(lines[1]).toContain('W04 없음');
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expect(lines[2]).toContain('W03 없음');
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expect(lines[3]).toContain('I01 없음');
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});
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it('the edit keeps only changed values, clears optional ones, refuses non-positive sizes and h3 ≤ 0, and the project file accepts it', () => {
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const edited = applyBearingRule(applyBearingRule(rec, 'aMm', 650), 'tMm', 32);
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expect(edited.bearingRule).toEqual({ aMm: 650, tMm: 32 });
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expect(applyBearingRule(edited, 'tMm', undefined).bearingRule).toEqual({ aMm: 650 });
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expect(() => applyBearingRule(rec, 'aMm', 0)).toThrow('0보다');
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expect(() => applyBearingRule(rec, 'tRefMm', 300)).toThrow('h3');
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expect(() => checkStoredAbutments([edited])).not.toThrow();
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expect(() => checkStoredAbutments([{ ...edited, bearingRule: { aMm: 'x' } }])).toThrow('받침 규칙');
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});
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it('values stored by the 2026-11-03 C안 (lengthMm, widthMm) are ignored', () => {
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expect(resolveBearingRule({ lengthMm: 900, widthMm: 1000 } as Record<string, unknown>)).toEqual(ABUT_BEARING_RULE_DEFAULT);
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});
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});
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