import { describe, expect, it } from 'vitest'; import { buildPier } from '../src/core/geometry'; import { barsAcross, bearingBlockRebar, blockBars, totals } from '../src/core/rebar/bearing-block'; import { loadP1 } from './helpers'; describe('받침블럭 철근 (spec §6.3, plan C2)', () => { it('a 1200 block takes 8 bars at 125 mm: 7 gaps = 875, ends 162.5 each', () => { const a = barsAcross(1200); expect(a.count).toBe(8); expect(a.spacing).toBe(125); expect((a.count - 1) * a.spacing).toBe(875); expect(a.firstEnd).toBeCloseTo(162.5, 6); }); it('each bar is 1100 + 700 × 2 = 2500 mm long', () => { for (const bar of blockBars(150)) expect(bar.length).toBe(2500); }); it('coping embedment: S2 600 (front) / 550 (back), S1 619.1 (front) / 569.1 (back), as in the spec', () => { const front = blockBars(150); const back = blockBars(200); expect(front.find((b) => b.name === 'S2')!.embedment).toBeCloseTo(600, 6); expect(back.find((b) => b.name === 'S2')!.embedment).toBeCloseTo(550, 6); expect(front.find((b) => b.name === 'S1')!.embedment).toBeCloseTo(619.1, 6); expect(back.find((b) => b.name === 'S1')!.embedment).toBeCloseTo(569.1, 6); }); it('P1: 10 blocks, 80 bars each of S1 and S2 (spec table: 8 本 per block)', () => { const m = buildPier(loadP1()); const rebar = bearingBlockRebar(m); expect(rebar).toHaveLength(10); expect(totals(rebar)).toEqual({ S1: 80, S2: 80 }); }); }); describe('받침블럭 도면 재현 (spec §6.3)', () => { it('integrated block 2500 × 1200: 18@125 = 2250 along (ends 50 + 75), 7@125 = 875 across (ends 50 + 113 ≈ 162.5)', () => { const along = barsAcross(2500); expect(along.spacing).toBe(125); expect(along.count - 1).toBe(18); expect((along.count - 1) * along.spacing).toBe(2250); expect(along.firstEnd).toBeCloseTo(125, 6); const across = barsAcross(1200); expect(across.count - 1).toBe(7); expect((across.count - 1) * across.spacing).toBe(875); expect(across.firstEnd).toBeCloseTo(162.5, 6); // 50 + 75 + 37.5, printed as 50 + 113 in the drawing }); });