ypshimandClaude Opus 5.5
2668f17bf2
교각 없이 A1 · A2 같은 교대만으로도 가져오고 저장할 수 있게 한다 (A1 + A2 짝 받침 성립, 2026-11-06 검토). - 불러오기 창: 교각 또는 교대가 1기 이상이면 [가져오기] 활성, 안내 "교대만 가져옵니다" - 3D: 교각이 없으면 첫 교대의 IP1을 좌표 기준점으로 교대를 그리고, 카메라를 교대에 맞춤(abutView) - 프로젝트 파일: 교각 0기 + 교대 저장·열기 왕복 테스트 추가 - 브라우저 검증 scripts/verify-abut-only.cjs (CDP 9444 · Vite 5173): A1만 가져오기 → ① ② ③ 이동, 런타임 예외 0, 교대 받침 카드(S −1.910 % 종단경사 · T 30 · h3 245 · E 400)와 ③ 교대 철근 표시 확인. P1 + A1 함께 가져오기 회귀도 통과 Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com>
127 lines
7.3 KiB
TypeScript
127 lines
7.3 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 { parseAbutments } from '../src/core/abut/parse';
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import { girderPairs, pairOf, type PairStructure, soleRowThickness } from '../src/core/bearing-pair';
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import { loadP1 } from './helpers';
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// RAG/받침방위각_솔플레이트검토.md §2 · §6 (Q-SH1·4·8·9). A1 from the RAG workbook's Abut sheet, P1 from the same input.
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const RAG = fileURLToPath(new URL('../../../RAG/운곡교P1입력.xlsx', import.meta.url));
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const a1 = parseAbutments(XLSX.read(readFileSync(RAG), { type: 'buffer' })).abutments[0];
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const A1: PairStructure = { name: 'A1', bearings: a1.bearings.map((b) => ({ no: b.no, x: b.pos.e, y: b.pos.n, z: b.z, azimuthDeg: b.azimuthDeg! })) };
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const p1 = loadP1();
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const P1: PairStructure = { name: 'P1', bearings: p1.bearings.map((b) => ({ no: b.no, x: b.x, y: b.y, z: b.z, azimuthDeg: b.azimuthDeg })) };
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describe('거더 짝 받침 · 종단경사 S (Q-SH1·4·5)', () => {
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const pairs = girderPairs([A1, P1]);
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it('pairs A1 ①–⑤ with P1 ①–⑤ on the girder line (offset 0.000 m, azimuth difference ≤ 0.1″)', () => {
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expect(pairs.map((p) => [p.from.no, p.to.no])).toEqual([[1, 1], [2, 2], [3, 3], [4, 4], [5, 5]]);
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for (const p of pairs) {
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expect(p.offsetM).toBeLessThan(0.0005);
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expect(p.fromCheckSec).toBeLessThanOrEqual(0.5);
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expect(p.distanceM).toBeCloseTo(48.791, 3);
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expect(p.warnings).toEqual([]);
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}
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});
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it('S = −1.908 / −1.906 / −1.904 / −1.904 / −1.902 % (상세도 −1.910 … −1.901, ≤ 0.002 %), A1 is the 오르막 쪽', () => {
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expect(pairs.map((p) => p.slopePct.toFixed(3))).toEqual(['-1.908', '-1.906', '-1.904', '-1.904', '-1.902']);
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const drawing = [-1.910, -1.907, -1.905, -1.903, -1.901];
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pairs.forEach((p, i) => expect(Math.abs(p.slopePct - drawing[i])).toBeLessThanOrEqual(0.0025));
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expect(pairs.every((p) => p.uphill === 'A1')).toBe(true);
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});
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it('P1 back row ⑥–⑩ (next span, P2 not in the workbook) has no pair', () => {
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for (const no of [6, 7, 8, 9, 10]) expect(pairOf(pairs, 'P1', no)).toBeUndefined();
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expect(pairOf(pairs, 'P1', 3)!.from).toEqual({ structure: 'A1', no: 3 });
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});
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it('WS01: P1 ③ azimuth typed as 75°59′ (CAD) is kept but flagged', () => {
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const typo: PairStructure = { ...P1, bearings: P1.bearings.map((b) => (b.no === 3 ? { ...b, azimuthDeg: 90 - (75 + 59 / 60) } : b)) };
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const p = girderPairs([A1, typo]).find((q) => q.to.no === 3)!;
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expect(p.warnings).toContain('WS01');
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expect(p.toCheckSec).toBeGreaterThan(10);
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expect(girderPairs([A1, typo]).filter((q) => q.to.no !== 3).every((q) => !q.warnings.includes('WS01'))).toBe(true);
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});
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it('WS04: two candidates within tolerance → the closest to the girder line is used', () => {
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const b1 = P1.bearings[0];
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const extra = { ...b1, no: 99, x: b1.x + 0.05 * Math.cos(b1.azimuthDeg * Math.PI / 180), y: b1.y - 0.05 * Math.sin(b1.azimuthDeg * Math.PI / 180) };
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const p = girderPairs([A1, { ...P1, bearings: [...P1.bearings, extra] }]).find((q) => q.from.no === 1)!;
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expect(p.warnings).toContain('WS04');
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expect(p.to.no).toBe(1);
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});
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});
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describe('솔플레이트 열 두께 (Q-SH3·8·9, L 800)', () => {
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it('S 1.908 % → T 30, T1 38 / T2 22 (P1 상세도)', () => {
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expect(soleRowThickness([{ lengthMm: 800, slopePct: -1.908 }])).toEqual({ T: 30, ends: [{ T1: 38, T2: 22 }] });
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});
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it('S 3 % → T 34, T1 46 / T2 22; S 0 → T 22', () => {
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expect(soleRowThickness([{ lengthMm: 800, slopePct: 3 }])).toEqual({ T: 34, ends: [{ T1: 46, T2: 22 }] });
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expect(soleRowThickness([{ lengthMm: 800, slopePct: 0 }]).T).toBe(22);
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});
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it('one T per row: the largest requirement wins, the flatter bearing gets a thicker T2', () => {
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const row = soleRowThickness([{ lengthMm: 800, slopePct: 3 }, { lengthMm: 800, slopePct: 1 }]);
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expect(row.T).toBe(34);
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expect(row.ends[1]).toEqual({ T1: 38, T2: 30 });
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});
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});
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describe('교량 전체 짝 받침 (bridgePairs, 구조물 순서 A1 · P1 … · A2)', () => {
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it('builds the same A1 ↔ P1 pairs from the loaded records', async () => {
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const { bridgePairs } = await import('../src/core/bridge-pairs');
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const pairs = bridgePairs([p1], [a1]);
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expect(pairs.map((p) => `${p.from.structure}${p.from.no}-${p.to.structure}${p.to.no}`)).toEqual(['A11-P11', 'A12-P12', 'A13-P13', 'A14-P14', 'A15-P15']);
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});
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});
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describe('짝 받침 성립 범위 (검토 2026-11-06)', () => {
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// A2 made from A1: each bearing moved 30 m along its girder and 0.6 m lower (S −2 %).
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const a2 = { ...a1, name: 'A2', type: 'A2' as const, bearings: a1.bearings.map((b) => {
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const t = (b.azimuthDeg! * Math.PI) / 180;
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return { ...b, pos: { e: b.pos.e + 30 * Math.sin(t), n: b.pos.n + 30 * Math.cos(t) }, z: b.z - 0.6 };
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}) };
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it('A1 and A2 only (one span, no pier): A1 ①–⑤ pair with A2 ①–⑤, S −2 %', async () => {
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const { bridgePairs } = await import('../src/core/bridge-pairs');
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const pairs = bridgePairs([], [a1, a2]);
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expect(pairs.map((p) => `${p.from.structure}${p.from.no}-${p.to.structure}${p.to.no}`)).toEqual(['A11-A21', 'A12-A22', 'A13-A23', 'A14-A24', 'A15-A25']);
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expect(pairs.every((p) => Math.abs(p.slopePct + 2) < 1e-6 && p.warnings.length === 0)).toBe(true);
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});
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it('A1 and P1 only: the front row ①–⑤ is computed from A1, the back row ⑥–⑩ takes the assumed front value (가정, WS03)', async () => {
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const { bridgePairs } = await import('../src/core/bridge-pairs');
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const { buildPier } = await import('../src/core/geometry');
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const m = buildPier(p1, { pairs: bridgePairs([p1], [a1]) });
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const front = m.soles.filter((s) => s.row === '전열'), back = m.soles.filter((s) => s.row === '후열');
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expect(front.every((s) => s.slopeSource === '계산' && s.pair?.structure === 'A1')).toBe(true);
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expect(back.every((s, i) => s.slopeSource === '가정' && !s.pair && s.slopePct === front[i].slopePct && s.warnings.includes('WS03'))).toBe(true);
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});
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it('straight bridge: a back row on the same girder lines is not taken for the A1 partner (the nearest along the girder is)', () => {
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const straight: PairStructure = { name: 'P1', bearings: P1.bearings.map((b) => {
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if (b.no <= 5) return b;
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const f = P1.bearings.find((q) => q.no === b.no - 5)!;
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const t = (f.azimuthDeg * Math.PI) / 180;
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return { ...b, azimuthDeg: f.azimuthDeg, x: f.x + 1.2 * Math.sin(t), y: f.y + 1.2 * Math.cos(t) };
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}) };
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const pairs = girderPairs([A1, straight]);
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expect(pairs.map((p) => p.to.no)).toEqual([1, 2, 3, 4, 5]);
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expect(pairs.every((p) => p.warnings.length === 0)).toBe(true);
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});
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});
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describe('교대만 있는 프로젝트 (가져오기 허용 2026-11-06)', () => {
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it('a project file with no pier and A1 only round-trips', async () => {
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const { parseProject, serializeProject, SCHEMA_VERSION } = await import('../src/core/project');
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const file = { schemaVersion: SCHEMA_VERSION, project: { name: '교대만', bridge: '', client: '', author: '', crs: '', memo: '' },
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source: { fileName: '운곡교P1입력.xlsx', sheets: [] }, history: [], piers: [], abutments: [a1] };
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const back = parseProject(serializeProject(file as Parameters<typeof serializeProject>[0]));
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expect(back.piers).toEqual([]);
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expect(back.abutments?.map((a) => a.name)).toEqual(['A1']);
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});
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});
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