ypshimandClaude Haiku 5.5
1d31d2f3a9
- 교대 형상(src/core/abut, 3D 장면, 목록·카메라·맞춤)과 교대 입력 패널 추가 - 교각 받침 기준 카드 제거, 솔플레이트 규칙을 교각별 입력으로 변경 - 받침 ELEVATION·솔플레이트 TABLE을 모델값으로 연결 - 교대 입력값 카드: 형식 행에 시점·종점 표시, 제목을 "A1 입력값 [입력]"으로 변경 - 테스트 614건 통과, 타입 검사 통과 Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
74 lines
3.0 KiB
TypeScript
74 lines
3.0 KiB
TypeScript
import { describe, expect, it } from 'vitest';
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import { buildPier } from '../src/core/geometry';
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import { elevationRows, pairCopingSpans, solplateRows } from '../src/core/bearing-table';
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import { loadP1 } from './helpers';
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const model = buildPier(loadP1());
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const integrated = buildPier({ ...loadP1(), bearingLayout: '일체' });
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describe('교량받침 ELEVATION TABLE (모델값, 2026-11-03)', () => {
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const rows = elevationRows(model);
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it('one row per bearing; EL.X is the Excel z (mortar top)', () => {
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expect(rows.length).toBe(10);
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expect(rows[0].elx).toBeCloseTo(43.561, 3);
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expect(rows[5].elx).toBeCloseTo(43.611, 3);
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});
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it('front block 100 mm, back block 150 mm; mortar 50; bearing 186; solplate 25; E = sum', () => {
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expect(rows[0]).toMatchObject({ h1: 100, h2: 50, h3: 186, h4: 25, E: 361 });
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expect(rows[5]).toMatchObject({ h1: 150, h2: 50, h3: 186, h4: 25, E: 411 });
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});
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it('C1 is 600 for a 분리 bearing; C6 is the 1200 block depth; C4 and C5 are 600 each', () => {
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expect(rows.every((r) => r.C1 === 600)).toBe(true);
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expect(rows.every((r) => r.C6 === 1200)).toBe(true);
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expect(rows[0]).toMatchObject({ C4: 600, C5: 600 });
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});
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it('C2 and C3 sit on the front row only: C2 is the bearing distance along 교축, C3 = C2 + 1200', () => {
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expect(rows[0].C2).toBeGreaterThan(1000);
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expect(rows[0].C3).toBe(rows[0].C2! + 1200);
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expect(rows[5].C2).toBeNull();
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expect(rows[5].C3).toBeNull();
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});
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it('S1 and S2 come from the block rebar: 8 bars of 2500 each on a 분리 block', () => {
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expect(rows[0].S1).toEqual({ count: 8, length: 2500 });
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expect(rows[0].S2).toEqual({ count: 8, length: 2500 });
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});
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it('일체: the pair block gives C3 = 2500 on the front row and the bars on the front row only', () => {
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const ir = elevationRows(integrated);
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expect(ir[0].C3).toBe(2500);
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expect(ir[5].S1).toBeNull();
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expect(ir[0].S1).not.toBeNull();
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});
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});
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describe('솔플레이트 TABLE (모델값, 2026-11-03)', () => {
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it('10 rows with S −0.5, L 1000, W 1100, T 25, T1 27.5, T2 22.5; the check holds', () => {
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const rows = solplateRows(model);
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expect(rows.length).toBe(10);
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expect(rows[0]).toMatchObject({ S: -0.5, L: 1000, W: 1100, T: 25, T1: 27.5, T2: 22.5, ok: true });
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expect(rows[0].checkLhs).toBeCloseTo(5, 9);
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expect(rows[0].checkRhs).toBeCloseTo(5, 9);
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});
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});
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describe('S1·S2 코핑 치수 (2026-11-03)', () => {
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it('S1 + S2 + S1 = the coping width B (3100); S1 is bearing centre to the coping edge', () => {
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const s = pairCopingSpans(model, 0)!;
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expect(s.copingWidth).toBe(3100);
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expect(s.S1Low + s.S2 + s.S1High).toBe(3100);
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// Pair 1 · 6 (P1): the 후열 sits at n −0.600 (low side), the 전열 at n +0.698 (high side). S1 low 950 (후열), S2 1298, S1 high 852 (전열).
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expect(s.S1Low).toBe(950);
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expect(s.S2).toBe(1298);
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expect(s.S1High).toBe(852);
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});
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it('an unknown pair gives null', () => {
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expect(pairCopingSpans(model, 99)).toBeNull();
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});
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});
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