ypshimandClaude Haiku 5.5
b84288c48a
교각 받침블럭마다 콘크리트 높이(패드 제외)가 0보다 크고 63 mm(피복 50 + D13, 교대 I01과 같은 기준)보다 낮으면 W11 경고를 낸다. 교대는 기존 I01(블럭 철근을 교좌면 아래로)이 같은 경우를 다룬다. Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
92 lines
4.0 KiB
TypeScript
92 lines
4.0 KiB
TypeScript
import { describe, expect, it } from 'vitest';
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import { buildPier } from '../src/core/geometry';
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import { validatePier } from '../src/core/validate';
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import type { Issue, PierInput } from '../src/core/types';
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import { loadP1, p1Pairs } from './helpers';
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// Bridge context (A1 ↔ P1 girder pairs) as in the app, so the solplate slope is computed (2026-11-06).
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const P1CTX = { pairs: p1Pairs() };
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// 교좌면 EL of the P1 sheet (받침 1–10), 2026-11-03.
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const SEAT = [43.411, 43.483, 43.555, 43.626, 43.698, 43.411, 43.483, 43.555, 43.626, 43.698];
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function withSeat(input: PierInput, seats: number[]): PierInput {
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return { ...input, bearings: input.bearings.map((b) => ({ ...b, seatEl: seats[b.no - 1] })) };
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}
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describe('교좌면 EL 입력 (2026-11-03)', () => {
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it('the P1 교좌면 EL values reproduce the 두부보 상면 slope: the model does not change', () => {
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const base = buildPier(loadP1(), P1CTX);
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const seated = buildPier(withSeat(loadP1(), SEAT), P1CTX);
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for (const b of base.blocks) {
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const s = seated.blocks.find((x) => x.no === b.no)!;
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expect(s.bottom).toBeCloseTo(b.bottom, 6);
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expect(s.top).toBeCloseTo(b.top, 6);
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}
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});
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it('an input 교좌면 EL sets the block bottom and so h1 = (EL.X − 50 mm) − 교좌면 EL', () => {
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const m = buildPier(withSeat(loadP1(), [43.4, ...SEAT.slice(1)]), P1CTX);
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const b1 = m.blocks.find((x) => x.no === 1)!;
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expect(b1.bottom).toBeCloseTo(43.4, 6);
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expect((b1.top - b1.bottom) * 1000).toBeCloseTo(111, 6);
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});
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it('without 교좌면 EL the seatCalc is the slope value (the check reference)', () => {
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const m = buildPier(loadP1(), P1CTX);
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expect(m.blocks.every((b) => Math.abs(b.seatCalc - b.bottom) < 1e-9)).toBe(true);
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});
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it('warns (W10) when the input 교좌면 EL differs from the slope by more than 5 mm, and keeps the input', () => {
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const input = withSeat(loadP1(), [43.5, ...SEAT.slice(1)]);
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const m = buildPier(input, P1CTX);
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const issues: Issue[] = [];
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validatePier(input, m, issues);
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const w = issues.filter((i) => i.code === 'W10');
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expect(w.length).toBe(1);
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expect(w[0].message).toContain('1번');
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expect(m.blocks.find((x) => x.no === 1)!.bottom).toBeCloseTo(43.5, 6);
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});
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it('no W10 for the P1 values', () => {
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const input = withSeat(loadP1(), SEAT);
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const m = buildPier(input, P1CTX);
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const issues: Issue[] = [];
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validatePier(input, m, issues);
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expect(issues.filter((i) => i.code === 'W10')).toEqual([]);
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});
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it('an input 교좌면 EL also sets the coping top of that step, so the block sits on the coping (2026-11-10)', () => {
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const m = buildPier(withSeat(loadP1(), [43.4, ...SEAT.slice(1)]), P1CTX);
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const b1 = m.blocks.find((x) => x.no === 1 && x.row === '전열')!;
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const seg = m.segments.find((s) => b1.g >= s.s0 && b1.g < s.s1)!;
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expect(seg.top).toBeCloseTo(43.4, 6);
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expect(b1.bottom).toBeCloseTo(seg.top, 9);
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// seatCalc keeps the slope value (z − h1) as the W10 reference.
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expect(b1.seatCalc).toBeCloseTo(43.411, 3);
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});
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it('W10 is information (I), not a warning, since the input builds the geometry', () => {
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const input = withSeat(loadP1(), [43.5, ...SEAT.slice(1)]);
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const m = buildPier(input, P1CTX);
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const issues: Issue[] = [];
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validatePier(input, m, issues);
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expect(issues.filter((i) => i.code === 'W10').map((i) => i.level)).toEqual(['I']);
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});
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it('W11 when a block is thinner than 63 mm (피복 50 + D13), from its own 교좌면 EL; none for P1', () => {
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const p1 = withSeat(loadP1(), SEAT);
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const ok: Issue[] = [];
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validatePier(p1, buildPier(p1, P1CTX), ok);
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expect(ok.filter((i) => i.code === 'W11')).toEqual([]);
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// Bearing 1: z 43.561 − pad 50 − 50 mm block → 교좌면 43.461.
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const thin = withSeat(loadP1(), [43.461, ...SEAT.slice(1)]);
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const m = buildPier(thin, P1CTX);
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const issues: Issue[] = [];
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validatePier(thin, m, issues);
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const w = issues.filter((i) => i.code === 'W11');
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expect(w.length).toBe(1);
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expect(w[0].message).toContain('받침 1번');
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});
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});
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