import { describe, expect, it } from 'vitest'; import { buildPier } from '../src/core/geometry'; import { validateInput, validatePier } from '../src/core/validate'; import type { Issue, PierInput } from '../src/core/types'; import { loadP1 } from './helpers'; function run(input: PierInput): Issue[] { const issues: Issue[] = []; if (validateInput(input, issues)) validatePier(input, buildPier(input), issues); return issues; } describe('validation (spec §10)', () => { it('P1 raises I01 (block 100 mm < cover + bar 119 mm) and no E/W', () => { const issues = run(loadP1()); expect(issues.map((i) => i.code)).toContain('I01'); expect(issues.filter((i) => i.level !== 'I')).toEqual([]); }); it('E01 when the pier type and column count disagree', () => { const issues = run({ ...loadP1(), type: '2주형' }); expect(issues.map((i) => i.code)).toContain('E01'); }); it('E02 when front and back bearing counts differ', () => { const p1 = loadP1(); const issues: Issue[] = []; const bad = { ...p1, bearings: p1.bearings.filter((b) => !(b.row === '후열' && b.no === 10)) }; expect(validateInput(bad, issues)).toBe(false); expect(issues.map((i) => i.code)).toContain('E02'); }); it('W01 when IP2 disagrees with the 1:9 recalculation by more than 1 mm', () => { const p1 = loadP1(); const ips = p1.ips.map((p) => (p.name === 'IP2' ? { ...p, x: p.x + 0.002 } : p)); expect(run({ ...p1, ips }).map((i) => i.code)).toContain('W01'); }); }); describe('foundation types', () => { it('직접기초: footing, no piles', () => { const m = buildPier({ ...loadP1(), foundationType: '직접기초' }); expect(m.footings).toHaveLength(1); expect(m.piles).toHaveLength(0); }); it('현장타설말뚝: no footing, one pile of column diameter per column, tip = bottom EL − length', () => { const m = buildPier({ ...loadP1(), foundationType: '현장타설말뚝' }); expect(m.footings).toHaveLength(0); expect(m.piles).toHaveLength(1); expect(m.piles[0].diameter).toBeCloseTo(2.0, 6); expect(m.piles[0].bottom).toBeCloseTo(26.208 - 24, 6); }); });