ypshimandClaude Haiku 5.5
99db6a1f52
이 교환은 9,350 방향이 L이라는 가정에서 적용됐으나, 단면 삽도(B5–B8 선, 교각축 직각 단면)와 재료표가 원래 배치(B1–B4 L 방향, B5–B8 W 방향)와 맞는 것으로 확인되어 되돌림. Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
31 lines
1.4 KiB
TypeScript
31 lines
1.4 KiB
TypeScript
import { describe, expect, it } from 'vitest';
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import { buildPier } from '../src/core/geometry';
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import { buildRebar3D } from '../src/view/rebar3d';
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import { rebarSummary } from '../src/core/rebar/summary';
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import { loadP1 } from './helpers';
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const footingRows = (input: Parameters<typeof buildPier>[0]) =>
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rebarSummary(buildPier(input)).rows.filter((r) => r.member === 'footing');
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const count = (rows: ReturnType<typeof footingRows>, name: string) => rows.find((r) => r.name === name)!.count;
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describe('확대기초 철근은 입력 치수를 따른다 (3단계, 승인 2026-10-23)', () => {
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it('P1 footing rebar is unchanged with the default inputs (B1 31, B5 40, B9 306)', () => {
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const rows = footingRows(loadP1());
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expect(count(rows, 'B1')).toBe(31);
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expect(count(rows, 'B5')).toBe(40);
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expect(count(rows, 'B9')).toBe(306);
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});
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it('a wider footing (W 9000) and a longer one (L 11000) add bars to B1–B4 and B5–B8', () => {
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const rows = footingRows({ ...loadP1(), footingWidthMm: 9000, footingLengthMm: 11000 });
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expect(count(rows, 'B1')).toBeGreaterThan(31);
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expect(count(rows, 'B5')).toBeGreaterThan(40);
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});
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it('a different footing height (2200) is computed without error, and the 3D rebar still builds', () => {
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const m = buildPier({ ...loadP1(), footingHeightMm: 2200 });
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expect(rebarSummary(m).rows.length).toBeGreaterThan(0);
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expect(buildRebar3D(m).byName.get('B1')!.length).toBeGreaterThan(0);
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});
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});
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