ypshimandClaude Haiku 5.5
48e6811600
- footingRuleValues: 패널 표시값을 계산 함수에서 직접 읽음 (새 공식 없음) - B2·B6 디리 두 값, 조립 단 수(3단) 표시 - "(고정)"은 Δ₂ 100에만 사용, 4s·2s·상면 2s는 "(규칙)"으로 표기 - 테스트: 기본값 P1에서 250 · 100 · 1723 · 500·250 · 500·3단 @400 Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
78 lines
4.2 KiB
TypeScript
78 lines
4.2 KiB
TypeScript
import { describe, expect, it } from 'vitest';
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import { buildPier } from '../src/core/geometry';
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import { assemblyJs, footingRuleValues, gridPositions } from '../src/core/rebar/footing';
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import { DEFAULT_FOOTING_REBAR, FOOTING_REBAR_RANGES, footingSettingsIssues } from '../src/core/rebar/footing-settings';
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import { rebarSummary } from '../src/core/rebar/summary';
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import { loadP1 } from './helpers';
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describe('확대기초 배근 입력 (승인 2026-10-26, 시안 ③ 확대기초)', () => {
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it('the defaults are inside every range and raise no issue', () => {
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expect(footingSettingsIssues(DEFAULT_FOOTING_REBAR)).toEqual([]);
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for (const [key, [lo, hi]] of Object.entries(FOOTING_REBAR_RANGES)) {
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const v = DEFAULT_FOOTING_REBAR[key as keyof typeof DEFAULT_FOOTING_REBAR];
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expect(v >= lo && v <= hi, key).toBe(true);
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}
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});
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it('a value outside its range gives FT01; a non-integer n gives FT02', () => {
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expect(footingSettingsIssues({ ...DEFAULT_FOOTING_REBAR, cTop: 151 })).toEqual([expect.objectContaining({ code: 'FT01', key: 'cTop' })]);
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expect(footingSettingsIssues({ ...DEFAULT_FOOTING_REBAR, n: 2.5 })).toEqual([expect.objectContaining({ code: 'FT02', key: 'n' })]);
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});
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it('the grid spacing s reaches the grid positions and the rebar table', () => {
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const m = buildPier({ ...loadP1(), footingRebar: { sAxis: 150 } });
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expect(m.footingRebar.sAxis).toBe(150);
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const xs = gridPositions(8000, m.footingRebar);
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expect(xs[1] - xs[0]).toBeCloseTo(150, 6);
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const b4 = rebarSummary(m).rows.find((r) => r.name === 'B4')!;
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const b4Default = rebarSummary(buildPier(loadP1())).rows.find((r) => r.name === 'B4')!;
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expect(b4.count).not.toBe(b4Default.count);
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});
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it('철근표 간격: P1 기본값 B2 250 / 125 · B10-1 200 (기본값); s 150 → B2 300 / 150 · B1 300 (입력)', () => {
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const base = rebarSummary(buildPier(loadP1())).rows;
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const b2 = base.find((r) => r.name === 'B2')!;
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expect([b2.spacing, b2.actual, b2.basis]).toEqual(['250', '125', 'default']);
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const b10 = base.find((r) => r.name === 'B10-1')!;
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expect([b10.spacing, b10.basis]).toEqual(['200', 'default']);
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const rows = rebarSummary(buildPier({ ...loadP1(), footingRebar: { sAxis: 150 } })).rows;
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const b2s = rows.find((r) => r.name === 'B2')!;
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expect([b2s.spacing, b2s.actual, b2s.basis]).toEqual(['300', '150', 'input']);
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const b1s = rows.find((r) => r.name === 'B1')!;
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expect([b1s.spacing, b1s.actual]).toEqual(['300', '300']);
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expect(rows.find((r) => r.name === 'B10-1')!.basis).toBe('default');
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});
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it('교각축 직각 값은 B5–B8·B11·B12에만, 교각축 값은 B1–B4·B9에 적용 (승인 2026-10-26)', () => {
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const rows = rebarSummary(buildPier({ ...loadP1(), footingRebar: { sPerp: 150 } })).rows;
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const b5 = rows.find((r) => r.name === 'B5')!;
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expect([b5.spacing, b5.basis]).toEqual(['300', 'input']);
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const b12 = rows.find((r) => r.name === 'B12')!;
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expect([b12.spacing, b12.basis]).toEqual(['600 (4s)', 'input']);
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expect(rows.find((r) => r.name === 'B1')!.basis).toBe('default');
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expect(rows.find((r) => r.name === 'B9')!.basis).toBe('default');
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const rowsAxis = rebarSummary(buildPier({ ...loadP1(), footingRebar: { sAxis: 150 } })).rows;
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expect(rowsAxis.find((r) => r.name === 'B9')!.spacing).toBe('600 (4s)');
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expect(rowsAxis.find((r) => r.name === 'B5')!.basis).toBe('default');
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});
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it('패널 규칙 값 (P1, H 2000): 상면·2단 250 · Δ₂ 100 · B2·B6 1723 · B9 500·250 · 조립 500 · 3단 @400', () => {
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const r = footingRuleValues(2000, DEFAULT_FOOTING_REBAR);
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expect([r.upper2sAxis, r.upper2sPerp, r.delta2]).toEqual([250, 250, 100]);
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expect(r.b2Leg).toBeCloseTo(1723, 0);
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expect(r.b6Leg).toBeCloseTo(1723, 0);
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expect([r.b9Pitch, r.b9Stagger]).toEqual([500, 250]);
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expect([r.assemblyPlanPitch, r.assemblyVertical, r.assemblyLevels]).toEqual([500, 400, 3]);
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});
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it('the 조립 단 배수 n reaches the assembly levels', () => {
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const H = 2000;
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const base = assemblyJs(H, DEFAULT_FOOTING_REBAR);
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const wider = assemblyJs(H, { ...DEFAULT_FOOTING_REBAR, n: 3 });
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expect(wider.length).toBeLessThan(base.length);
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expect(wider.every((j) => j % 3 === 0)).toBe(true);
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});
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});
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