import { describe, expect, it } from 'vitest';
import { buildPier } from '../src/core/geometry';
import { BEARING_ELEVATION_REF, SOLPLATE_REF, SOLPLATE_T_RULE, solplateTs } from '../src/core/bearing-ref';
import { loadP1 } from './helpers';

describe('교량받침 reference (도면값, 읽기 전용, 1단계)', () => {
  it('E = h1 + h2 + h3 + h4 on every row', () => {
    for (const r of BEARING_ELEVATION_REF) expect(r.h1 + r.h2 + r.h3 + r.h4, `No ${r.no}`).toBe(r.E);
  });

  it('solplate L = A + 100 and W = B + 100 against the elevation row', () => {
    BEARING_ELEVATION_REF.forEach((e, i) => {
      expect(SOLPLATE_REF[i].L, `No ${e.no}`).toBe(e.A + 100);
      expect(SOLPLATE_REF[i].W, `No ${e.no}`).toBe(e.B + 100);
    });
  });

  it('T1 and T2 follow T ± L·|S|/2 on every row (the 검산 column)', () => {
    for (const r of SOLPLATE_REF) {
      const c = solplateTs(SOLPLATE_T_RULE, r.L, r.s);
      expect(c.T1, `No ${r.no}`).toBe(r.T1);
      expect(c.T2, `No ${r.no}`).toBe(r.T2);
    }
  });

  it('the solplate tapers along the axis: T1 (−측) + T2 (+측) = 2·T, with T = 30 at the centre', () => {
    for (const r of SOLPLATE_REF) {
      expect(r.T, `No ${r.no}`).toBe(SOLPLATE_T_RULE);
      expect(r.T1 + r.T2, `No ${r.no}`).toBe(2 * r.T);
      expect(r.T1, `No ${r.no}`).toBeGreaterThan(r.T2);
    }
  });

  it('Excel z is EL.X (option 1): the model keeps z; the drawing EL.X minus Excel z is +64 mm (전열) and −11 mm (후열)', () => {
    const m = buildPier(loadP1());
    const back = m.blocks.filter((b) => b.row === '후열');
    const front = m.blocks.filter((b) => b.row === '전열');
    BEARING_ELEVATION_REF.forEach((r) => {
      const z = r.row === '전열' ? front[r.no - 1].padTop : back[r.no - 6].padTop;
      const diffMm = (r.elx - z) * 1000; // 도면 − 엑셀
      // About +64 mm on the front row and −11 mm on the back row (varies by a millimetre or two per bearing).
      expect(Math.abs(diffMm - (r.row === '전열' ? 64 : -11)), `No ${r.no}`).toBeLessThan(2);
    });
  });
});

import { applyBearingRules, BEARING_RULES_DEFAULT } from '../src/core/bearing-ref';

describe('교량받침 공통 규칙 (2단계)', () => {
  it('with the drawing values, the rules give back the drawing E, L, W, T1, T2 on every bearing', () => {
    BEARING_ELEVATION_REF.forEach((r, i) => {
      const v = applyBearingRules(r, BEARING_RULES_DEFAULT);
      expect(v.E, `No ${r.no}`).toBe(r.E);
      expect(v.L, `No ${r.no}`).toBe(SOLPLATE_REF[i].L);
      expect(v.W, `No ${r.no}`).toBe(SOLPLATE_REF[i].W);
      expect(v.T1, `No ${r.no}`).toBe(SOLPLATE_REF[i].T1);
      expect(v.T2, `No ${r.no}`).toBe(SOLPLATE_REF[i].T2);
    });
  });

  it('a 10 mm larger mortar h2 raises E by 10 and leaves L, W and T1, T2 unchanged', () => {
    const r = BEARING_ELEVATION_REF[0];
    const v = applyBearingRules(r, { ...BEARING_RULES_DEFAULT, h2: BEARING_RULES_DEFAULT.h2 + 10 });
    expect(v.E).toBe(r.E + 10);
    expect(v.L).toBe(r.A + 100);
    expect(v.T1).toBe(SOLPLATE_REF[0].T1);
  });
});