ypshimandClaude Haiku 5.5
ee6848c418
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>
36 lines
1.5 KiB
TypeScript
36 lines
1.5 KiB
TypeScript
import { describe, expect, it } from 'vitest';
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import { buildPier } from '../src/core/geometry';
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import { BEARING_ELEVATION_REF, SOLPLATE_REF, SOLPLATE_T_RULE, solplateTs } from '../src/core/bearing-ref';
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import { loadP1 } from './helpers';
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describe('교량받침 reference (도면값, 읽기 전용, 1단계)', () => {
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it('E = h1 + h2 + h3 + h4 on every row', () => {
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for (const r of BEARING_ELEVATION_REF) expect(r.h1 + r.h2 + r.h3 + r.h4, `No ${r.no}`).toBe(r.E);
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});
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it('solplate L = A + 100 and W = B + 100 against the elevation row', () => {
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BEARING_ELEVATION_REF.forEach((e, i) => {
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expect(SOLPLATE_REF[i].L, `No ${e.no}`).toBe(e.A + 100);
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expect(SOLPLATE_REF[i].W, `No ${e.no}`).toBe(e.B + 100);
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});
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});
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it('T1 and T2 follow T ± L·|S|/2 on every row (the 검산 column)', () => {
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for (const r of SOLPLATE_REF) {
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const c = solplateTs(SOLPLATE_T_RULE, r.L, r.s);
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expect(c.T1, `No ${r.no}`).toBe(r.T1);
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expect(c.T2, `No ${r.no}`).toBe(r.T2);
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}
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});
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it('the drawing EL.X − E sits a constant 0.211 m below the model coping top on all ten bearings (Q16 diagnostic)', () => {
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const m = buildPier(loadP1());
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const back = m.blocks.filter((b) => b.row === '후열');
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const diffs = BEARING_ELEVATION_REF.map((r) => {
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const modelTop = r.row === '전열' ? m.segments[r.no - 1].top : back[r.no - 6].bottom;
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return modelTop - (r.elx - r.E / 1000);
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});
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for (const d of diffs) expect(d).toBeCloseTo(0.211, 2);
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});
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});
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