ypshimandClaude Opus 5.5
2b26b7c095
T형과 다주형 모두 엑셀 Pier 시트 철근표(C12 상단, C13 하단(변화구간))에 맞춰 측면 수평철근 번호를 서로 바꾼다 (사용자 결정 2026-11-06). - 경사 하면에서 끊기는 아래 단 → C13, 끝면까지 가는 위 단 → C12 - 철근표 위치·비고 문구, 3D, 다주형 생성기가 같은 원천(sideRows)을 따른다 - C14 높이 순서를 유지하도록 측면 단을 아래(C13) → 위(C12) 순서로 넘김 - 테스트 기대값의 번호를 교환 (P1: C12 2단 8개, C13 5단 20개) Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com>
65 lines
2.3 KiB
TypeScript
65 lines
2.3 KiB
TypeScript
import { describe, expect, it } from 'vitest';
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import { c14Total, COPING_END_GAP, copingSideBars, sideRows, shearBars, STEP_BAR_COUNTS } from '../src/core/rebar/coping';
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// P1 coping: L 12000, one column at the centre (T형).
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const L = 12000;
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describe('코핑 철근 (코핑철근.md, plan C3)', () => {
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it('end gap is cover + e_add = 300', () => {
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expect(COPING_END_GAP).toBe(300);
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});
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it('C10: 9 bars @300 from 4800 to 7200 (k_max 4, beyond the Level edge at 4950 / 7050)', () => {
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const { c10 } = shearBars(L);
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expect(c10).toHaveLength(9);
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expect(c10[0]).toBe(4800);
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expect(c10[c10.length - 1]).toBe(7200);
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expect(c10[1] - c10[0]).toBe(300);
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});
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it('C9 and C11: 18 bars each @250 outward, first at 4550 / 7450, last at 300 / 11700', () => {
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const b = shearBars(L);
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expect(b.c9).toHaveLength(18);
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expect(b.c11).toHaveLength(18);
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expect(b.c9[b.c9.length - 1]).toBe(4550);
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expect(b.c9[0]).toBe(300);
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expect(b.c11[0]).toBe(7450);
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expect(b.c11[b.c11.length - 1]).toBe(11700);
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expect(b.endGap).toBe(300);
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});
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it('total shear bars per face: 9 + 18 + 18 = 45 positions', () => {
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const b = shearBars(L);
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expect(b.c10.length + b.c9.length + b.c11.length).toBe(45);
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});
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it('a coping too short for C9 is refused (RB-K01)', () => {
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expect(() => shearBars(2200)).toThrow('RB-K01');
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});
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it('C13 has 5 rows below the break at 42.538, C12 has 2 rows at and above it', () => {
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const r = sideRows(41.288, 42.538);
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expect(r.c13).toEqual([41.288, 41.538, 41.788, 42.038, 42.288]);
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expect(r.c12).toEqual([42.538, 42.788]);
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});
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it('C13 일자 lengths 3717 / 5333 / 6950 / 8567 / 10183 and C12 11746 for L 12000 (코핑철근.md §6.2 table)', () => {
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const s = copingSideBars(12000, 41.288, 42.538);
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const expected = [3717, 5333, 6950, 8567, 10183];
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s.c13.forEach((r, i) => expect(r.straight).toBeCloseTo(expected[i], 0));
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expect(s.c13[0].xw).toBeCloseTo(4141.7, 1);
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s.c12.forEach((r) => {
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expect(r.xw).toBe(127);
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expect(r.straight).toBe(11746);
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});
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});
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it('C14: 38 bars = 2 × 11 upper + 5 + 6 + 3 + 2 lower', () => {
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expect(c14Total()).toBe(38);
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});
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it('C15 11 bars, C16 22 bars', () => {
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expect(STEP_BAR_COUNTS).toEqual({ C15: 11, C16: 22 });
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});
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});
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