Pier_v1/tests/step-bars.test.ts

import { describe, expect, it } from 'vitest';
import { buildPier } from '../src/core/geometry';
import { tStepBars } from '../src/core/rebar/coping';
import { multicolCopingInfo } from '../src/core/rebar/multicol-coping';
import type { PierInput } from '../src/core/types';
import { loadP1 } from './helpers';

// 계단부 C15 · C16 일반 규칙 (결정 2026-11-10, src/core/rebar/step-bars.ts). P1 문서값은 rebar-stairs.test.ts.

/** P1 with the 교좌면 EL (and z with it) of bearings 1–5 / 6–10 set to `seats` (m), both rows alike. */
function withSeats(seats: number[]): PierInput {
  const p1 = loadP1();
  return {
    ...p1,
    bearings: p1.bearings.map((b) => {
      const s = seats[(b.no - 1) % 5];
      return { ...b, z: b.z - b.seatEl! + s, seatEl: s };
    }),
  };
}
const SEAT = [43.411, 43.483, 43.555, 43.626, 43.698];

describe('계단부 철근 일반 규칙', () => {
  it('steps that fall towards the end: C15 on the first step (leg at the coping start + c), C16 legs at the low (end) side', () => {
    const m = buildPier(withSeats([...SEAT].reverse()));
    const bars = tStepBars(m).bars;
    const c15 = bars.filter((b) => b.name === 'C15');
    const c16 = bars.filter((b) => b.name === 'C16');
    expect(c15.length).toBe(11);
    expect(c15[0].x0).toBe(100);
    expect(c16.length).toBe(22);
    expect(c16.every((b) => b.legs === 'end')).toBe(true);
    // Mirror of P1: the run reaches l_d into the higher (start-side) step.
    expect(c16.map((b) => b.length).sort()).toEqual([...Array(11).fill(4069), ...Array(11).fill(4070)].sort());
  });

  it('every bar stays inside the coping length (the P1 positions no longer leak past a shorter coping)', () => {
    const m = buildPier({ ...withSeats([...SEAT].reverse()), copingLengthMm: 12000 });
    const L = m.copingL * 1000;
    for (const b of tStepBars(m).bars) {
      expect(b.x0).toBeGreaterThanOrEqual(100);
      expect(b.x1).toBeLessThanOrEqual(L - 100);
    }
  });

  it('no step bar when no step is h_16 (100 mm) above the lowest top', () => {
    const m = buildPier(withSeats([43.411, 43.45, 43.48, 43.5, 43.51]));
    expect(tStepBars(m).bars).toEqual([]);
  });

  it('a step with both neighbours higher gets no bar and a warning (RB-S01 규칙 밖)', () => {
    const m = buildPier(withSeats([43.698, 43.561, 43.711, 43.411, 43.411]));
    const { bars, warnings } = tStepBars(m);
    expect(warnings).toHaveLength(1);
    expect(warnings[0]).toContain('양쪽이 더 높아');
    // The two peaks each get C15; the valley step none.
    expect(bars.filter((b) => b.name === 'C15').length).toBe(22);
    expect(bars.filter((b) => b.name === 'C16')).toEqual([]);
  });

  it('with a lateral step, front and back rows are separate and stay in their own part of the width', () => {
    const p1 = loadP1();
    const bearings = p1.bearings.map((b) => (b.row === '후열' && b.no === 7 ? { ...b, z: b.z + 0.3, seatEl: b.seatEl! + 0.3 } : b));
    const m = buildPier({ ...p1, bearings });
    const [front, back] = m.copingParts.filter((p) => p.k === 0);
    const bars = tStepBars(m).bars;
    expect(new Set(bars.map((b) => b.row))).toEqual(new Set(['전열', '후열']));
    for (const b of bars) {
      const part = b.row === '전열' ? front : back;
      expect(b.n).toBeGreaterThanOrEqual(part.nFrom - 1e-9);
      expect(b.n).toBeLessThanOrEqual(part.nTo + 1e-9);
    }
    // The raised back segment 2 (⑦) is a peak: C15 there, on the back row only.
    const backC15 = bars.filter((b) => b.row === '후열' && b.name === 'C15');
    expect(new Set(backC15.map((b) => b.x0))).toEqual(new Set([2296, 9812]));
  });

  it('multi-column copings use the same rule: a peak gets C15, a lower step C16 (no more RB-M04)', () => {
    const m = buildPier({ ...withSeats(SEAT), type: '2주형', columnCount: 2, foundationType: '말뚝기초', groundEl: 30, pileLengthMm: 24000 });
    const info = multicolCopingInfo(m);
    const names = info.bars.map((b) => b.name);
    expect(names).toContain('C15');
    expect(names).toContain('C16');
    expect(info.warnings.some((w) => w.code === 'RB-M04')).toBe(false);
  });
});