ypshimandClaude Haiku 5.5
d963d8ed3c
- parse Excel input by header strings (pier, IP, bearing tables) - DMS azimuth parser (E03), input validation (E01, E02) - pure geometry: axis, bearings, stepped coping, column, footing, piles, blinding - warnings W01, W02, W05, W07, I01 - regression tests against spec.md section 12 (P1) Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
55 lines
2.1 KiB
TypeScript
55 lines
2.1 KiB
TypeScript
import { describe, expect, it } from 'vitest';
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import { buildPier } from '../src/core/geometry';
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import { validateInput, validatePier } from '../src/core/validate';
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import type { Issue, PierInput } from '../src/core/types';
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import { loadP1 } from './helpers';
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function run(input: PierInput): Issue[] {
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const issues: Issue[] = [];
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if (validateInput(input, issues)) validatePier(input, buildPier(input), issues);
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return issues;
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}
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describe('validation (spec §10)', () => {
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it('P1 raises I01 (block 100 mm < cover + bar 119 mm) and no E/W', () => {
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const issues = run(loadP1());
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expect(issues.map((i) => i.code)).toContain('I01');
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expect(issues.filter((i) => i.level !== 'I')).toEqual([]);
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});
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it('E01 when the pier type and column count disagree', () => {
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const issues = run({ ...loadP1(), type: '2주형' });
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expect(issues.map((i) => i.code)).toContain('E01');
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});
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it('E02 when front and back bearing counts differ', () => {
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const p1 = loadP1();
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const issues: Issue[] = [];
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const bad = { ...p1, bearings: p1.bearings.filter((b) => !(b.row === '후열' && b.no === 10)) };
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expect(validateInput(bad, issues)).toBe(false);
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expect(issues.map((i) => i.code)).toContain('E02');
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});
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it('W01 when IP2 disagrees with the 1:9 recalculation by more than 1 mm', () => {
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const p1 = loadP1();
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const ips = p1.ips.map((p) => (p.name === 'IP2' ? { ...p, x: p.x + 0.002 } : p));
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expect(run({ ...p1, ips }).map((i) => i.code)).toContain('W01');
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});
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});
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describe('foundation types', () => {
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it('직접기초: footing, no piles', () => {
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const m = buildPier({ ...loadP1(), foundationType: '직접기초' });
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expect(m.footings).toHaveLength(1);
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expect(m.piles).toHaveLength(0);
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});
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it('현장타설말뚝: no footing, one pile of column diameter per column, tip = bottom EL − length', () => {
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const m = buildPier({ ...loadP1(), foundationType: '현장타설말뚝' });
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expect(m.footings).toHaveLength(0);
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expect(m.piles).toHaveLength(1);
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expect(m.piles[0].diameter).toBeCloseTo(2.0, 6);
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expect(m.piles[0].bottom).toBeCloseTo(26.208 - 24, 6);
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});
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});
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