ypshimandClaude Opus 5.5
a0b0929e13
받침방위각_솔플레이트검토.md §3과 시안(Version 110–113)을 따른다 (사용자 결정 2026-11-06: 시안 적용). 11-03 C안(받침높이 H 고정, h3 = H − T, S 입력)을 대체한다. - S: 교량 전체(A1, P1 … Pn, A2) 거더 짝 받침의 z 차 / 수평거리. 없으면 교각 종단경사 입력 → 다른 열 같은 순번 값(가정, WS03) → 0 %(WS03). 받침별 직접 수정(수정됨) - 평면 L = A + 100, W = B + 100 (받침별 A × B, 기본 700 × 640 가정), h3 181 - T = 열마다 max(22, ⌈22 + L·|S|/2⌉), 열 T 직접 수정 가능(T2 < T_min → WS02). T1은 오르막 쪽(3D 쐐기의 두꺼운 끝도 그쪽), T2 반대쪽 - 거더 하면 고정: 블럭 상면 = z − (T − T_ref), T_ref 30 - 짝 받침은 불러오기·프로젝트 열기 때 교량 전체로 계산해 교각 생성에 넘김 - ② 카드: h3·T_ref·T_min·여유·열 T·종단경사 입력, 표에 짝 받침·S 근거·받침별 S/A/B 수정·검산 W08·검사 - P1 검증(A1과 함께): S −1.908 … −1.902 %, L 800 · W 740 · T 30 · T1 38 · T2 22, 블럭 높이 변화 없음 - 블럭·솔플레이트 테스트는 A1–P1 짝 문맥으로 실행 (짝이 없으면 S 0 · T 22 · 블럭 +8 mm) 교대(QA-15 C안)와 Pier 시트 종단경사 열 읽기는 아직 남음. Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com>
80 lines
4.4 KiB
TypeScript
80 lines
4.4 KiB
TypeScript
import { describe, expect, it } from 'vitest';
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import * as THREE from 'three';
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import { buildPier } from '../src/core/geometry';
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import { solplateGeometry } from '../src/core/solplate';
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import { buildPierScene } from '../src/view/scene';
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import { loadP1, p1Pairs } from './helpers';
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// Bridge context (A1 ↔ P1 girder pairs) as in the app, so the solplate slope is computed (2026-11-06).
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const P1CTX = { pairs: p1Pairs() };
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const FRONT = { 1: 3, 2: 3, 3: 3, 4: 3, 5: 3 };
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describe('솔플레이트 모델과 3D (결정 2026-11-06, Q-SH1–9)', () => {
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it('every bearing: h3 181, L 800 × W 740 (A 700 × B 640 + 100), T 30, T1 38 / T2 22', () => {
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const m = buildPier(loadP1(), P1CTX);
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expect(m.blocks.every((b) => b.plan.h3 === 181 && b.plan.L === 800 && b.plan.W === 740 && b.plan.T === 30 && b.plan.T1 === 38 && b.plan.T2 === 22)).toBe(true);
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});
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it('S 3 % typed on the front row → T 34, T1 46 / T2 22, and the front blocks drop 4 mm (girder underside kept)', () => {
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const base = buildPier(loadP1(), P1CTX);
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const m = buildPier({ ...loadP1(), sole: { slopePct: FRONT } }, P1CTX);
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const b1 = m.blocks.find((b) => b.no === 1)!, b0 = base.blocks.find((b) => b.no === 1)!;
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expect(b1.plan).toMatchObject({ T: 34, T1: 46, T2: 22 });
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expect(b1.top).toBeCloseTo(b0.top - 0.004, 9);
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expect(b1.padTop + (b1.plan.h3 + b1.plan.T) / 1000).toBeCloseTo(b0.padTop + (b0.plan.h3 + b0.plan.T) / 1000, 9);
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expect(m.soles.find((s) => s.no === 1)!.slopeSource).toBe('수정됨');
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// The back row keeps its own T (30): one T per row (Q-SH9).
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expect(m.blocks.find((b) => b.no === 6)!.plan.T).toBe(30);
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});
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it('WS02: T typed 30 at S 3 % leaves T2 18 < 22', () => {
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const m = buildPier({ ...loadP1(), sole: { slopePct: FRONT, tByRow: { 전열: 30 } } }, P1CTX);
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const s = m.soles.find((x) => x.no === 1)!;
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expect(s).toMatchObject({ T: 30, tTyped: true, T2: 18 });
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expect(s.warnings).toContain('WS02');
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});
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it('without a pair or 종단경사 the slope is 0 (WS03): T 22, the block rises 8 mm', () => {
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const alone = buildPier(loadP1());
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expect(alone.soles.every((s) => s.slopePct === 0 && s.warnings.includes('WS03') && s.T === 22)).toBe(true);
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const withSlope = buildPier({ ...loadP1(), longitudinalSlope: -0.0191 });
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expect(withSlope.soles.every((s) => s.slopeSource === '입력' && Math.abs(s.slopePct + 1.91) < 1e-9 && s.T === 30)).toBe(true);
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});
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it('T1 sits on the 오르막 쪽: the thick end of P1 ① points towards A1 (the higher girder end)', () => {
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const m = buildPier(loadP1(), P1CTX);
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const b = m.blocks.find((x) => x.no === 1)!;
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const g = solplateGeometry(b, b.plan);
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// Top corners: index (ai·2 + ci)·2 + 1; the thick end has the larger top.
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const tops = [0, 1, 2, 3].map((q) => g.corners[q * 2 + 1]);
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const thick = tops.filter((p) => p[1] - g.bottom > (g.T1 + g.T2) / 2), thin = tops.filter((p) => p[1] - g.bottom < (g.T1 + g.T2) / 2);
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const mid = (ps: number[][]) => [0, 2].map((i) => ps.reduce((s, p) => s + p[i], 0) / ps.length);
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const [ds, dn] = [mid(thick)[0] - mid(thin)[0], mid(thick)[1] - mid(thin)[1]];
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const toThick = { e: ds * m.u.e + dn * m.nrm.e, n: ds * m.u.n + dn * m.nrm.n };
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const p1 = loadP1().bearings[0];
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const pair = P1CTX.pairs.find((p) => p.to.no === 1)!;
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// A1 lies against the azimuth direction from P1 (pairs look ahead from A1 to P1).
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const az = (p1.azimuthDeg * Math.PI) / 180;
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expect(pair.uphill).toBe('A1');
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expect(toThick.e * -Math.sin(az) + toThick.n * -Math.cos(az)).toBeGreaterThan(0);
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});
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it('the 3D scene has one solplate wedge per bearing, and its highest point is the thick end of the tallest one', () => {
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const m = buildPier(loadP1(), P1CTX);
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const scene = buildPierScene(m);
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const wedges = scene.parts.solplates.children;
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expect(wedges.length).toBe(10);
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const box = new THREE.Box3().setFromObject(scene.parts.solplates);
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const top = Math.max(...m.blocks.map((b) => solplateGeometry(b, b.plan).bottom + solplateGeometry(b, b.plan).T1));
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expect(box.max.y).toBeCloseTo(top, 3);
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});
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it('the 교량받침 본체 is one box per bearing, height h3 (181 mm)', () => {
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const scene = buildPierScene(buildPier(loadP1(), P1CTX));
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const bodies = scene.parts.bearings.children;
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expect(bodies.length).toBe(10);
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const one = new THREE.Box3().setFromObject(bodies[0]);
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expect(one.max.y - one.min.y).toBeCloseTo(0.181, 3);
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});
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});
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