ypshimandClaude Haiku 5.5
daf78d0586
- C1: development length l_d = 0.6·d_b·fy/(λ√fck), splice 1.3·l_d, standard hooks (main 90°, tie 90°, stirrup 135° as written in the spec). fck 27 and fy 400/500 are marked as assumed values (I02). - C2: bearing-block bars, one block per bearing (배치 분리). Bars S1 and S2 at @125 with 8 bars per 1200 mm side (7 gaps = 875, ends 162.5), 2500 mm long, coping embedment from the block height (pad included, Q16 결정). - Tests: development and splice lengths; hook table limits; embedment 600 / 550 / 619.1 / 569.1; P1 has 80 bars each of S1 and S2 over 10 blocks. - Not yet: the ③ screen and the drawing check against the bearing-block drawing. Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
35 lines
1.4 KiB
TypeScript
35 lines
1.4 KiB
TypeScript
import { describe, expect, it } from 'vitest';
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import { buildPier } from '../src/core/geometry';
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import { barsAcross, bearingBlockRebar, blockBars, totals } from '../src/core/rebar/bearing-block';
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import { loadP1 } from './helpers';
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describe('받침블럭 철근 (spec §6.3, plan C2)', () => {
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it('a 1200 block takes 8 bars at 125 mm: 7 gaps = 875, ends 162.5 each', () => {
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const a = barsAcross(1200);
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expect(a.count).toBe(8);
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expect(a.spacing).toBe(125);
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expect((a.count - 1) * a.spacing).toBe(875);
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expect(a.firstEnd).toBeCloseTo(162.5, 6);
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});
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it('each bar is 1100 + 700 × 2 = 2500 mm long', () => {
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for (const bar of blockBars(150)) expect(bar.length).toBe(2500);
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});
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it('coping embedment: S2 600 (front) / 550 (back), S1 619.1 (front) / 569.1 (back), as in the spec', () => {
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const front = blockBars(150);
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const back = blockBars(200);
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expect(front.find((b) => b.name === 'S2')!.embedment).toBeCloseTo(600, 6);
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expect(back.find((b) => b.name === 'S2')!.embedment).toBeCloseTo(550, 6);
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expect(front.find((b) => b.name === 'S1')!.embedment).toBeCloseTo(619.1, 6);
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expect(back.find((b) => b.name === 'S1')!.embedment).toBeCloseTo(569.1, 6);
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});
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it('P1: 10 blocks, 80 bars each of S1 and S2 (spec table: 8 本 per block)', () => {
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const m = buildPier(loadP1());
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const rebar = bearingBlockRebar(m);
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expect(rebar).toHaveLength(10);
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expect(totals(rebar)).toEqual({ S1: 80, S2: 80 });
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});
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});
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