ypshimandClaude Haiku 5.5
553c696638
On the bearing card, four inputs drive E = h1 + h2 + h3 + h4, L = A + margin, W = B + margin and T1/T2 = T ± L·|S|/2. The defaults are the drawing values, so every row gives back the drawing values; changed rows are marked. The values are screen state for now and do not change the model or the project file (Q16 stays open). Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>
104 lines
4.6 KiB
TypeScript
104 lines
4.6 KiB
TypeScript
/**
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* 교량받침 reference tables from the P1 상세도 (도면값, 읽기 전용, 2026-10-23). They are not used in the model:
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* the model keeps the imported values (Q16). EL.X is the drawing's bearing level; E = h1 + h2 + h3 + h4.
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*/
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export interface BearingRefRow {
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no: number;
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row: '전열' | '후열';
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/** EL.X (m). */
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elx: number;
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/** 블럭 높이 h1 (mm, 도면). */
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h1: number;
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/** 모르타르 h2 (mm). */
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h2: number;
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/** 받침 h3 (mm). */
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h3: number;
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/** 솔플레이트 h4 (mm). */
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h4: number;
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/** E (mm, 도면). */
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E: number;
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A: number;
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B: number;
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C1: number;
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C2: number | null;
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C3: number | null;
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C4: number | null;
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C5: number | null;
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C6: number | null;
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S1: number;
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}
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export interface SolplateRefRow {
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no: number;
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/** 기울기 S (%), negative as drawn. */
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s: number;
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L: number;
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W: number;
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/** 중심 두께 T (mm). The solplate tapers along the bridge axis. */
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T: number;
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/** 두께 at the 교각축 직각 (−) side (mm). */
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T1: number;
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/** 두께 at the 교각축 직각 (+) side (mm). */
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T2: number;
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}
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const FRONT = { h1: 164, h2: 50, h3: 181, h4: 30, E: 425 };
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const BACK = { h1: 139, h2: 50, h3: 181, h4: 30, E: 400 };
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export const BEARING_ELEVATION_REF: BearingRefRow[] = [
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{ no: 1, row: '전열', elx: 43.625, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 2, row: '전열', elx: 43.697, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 3, row: '전열', elx: 43.768, ...FRONT, A: 700, B: 790, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 4, row: '전열', elx: 43.840, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 5, row: '전열', elx: 43.912, ...FRONT, A: 700, B: 640, C1: 600, C2: 1298, C3: 2500, C4: 600, C5: 600, C6: 1200, S1: 852 },
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{ no: 6, row: '후열', elx: 43.600, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 7, row: '후열', elx: 43.672, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 8, row: '후열', elx: 43.744, ...BACK, A: 700, B: 650, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 9, row: '후열', elx: 43.816, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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{ no: 10, row: '후열', elx: 43.887, ...BACK, A: 700, B: 540, C1: 602, C2: null, C3: null, C4: null, C5: null, C6: null, S1: 950 },
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];
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export const SOLPLATE_REF: SolplateRefRow[] = [
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{ no: 1, s: -1.910, L: 800, W: 740, T: 30, T1: 38, T2: 22 },
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{ no: 2, s: -1.907, L: 800, W: 740, T: 30, T1: 38, T2: 22 },
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{ no: 3, s: -1.905, L: 800, W: 890, T: 30, T1: 38, T2: 22 },
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{ no: 4, s: -1.903, L: 800, W: 740, T: 30, T1: 38, T2: 22 },
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{ no: 5, s: -1.901, L: 800, W: 740, T: 30, T1: 38, T2: 22 },
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{ no: 6, s: -1.910, L: 800, W: 640, T: 30, T1: 38, T2: 22 },
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{ no: 7, s: -1.907, L: 800, W: 640, T: 30, T1: 38, T2: 22 },
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{ no: 8, s: -1.905, L: 800, W: 750, T: 30, T1: 38, T2: 22 },
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{ no: 9, s: -1.903, L: 800, W: 640, T: 30, T1: 38, T2: 22 },
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{ no: 10, s: -1.901, L: 800, W: 640, T: 30, T1: 38, T2: 22 },
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];
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/** 중심 두께 T of the 공통 규칙 (30 mm). T1 = T + L·|S|/2 (−측), T2 = T − L·|S|/2 (+측), so T1 + T2 = 2T. */
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export const SOLPLATE_T_RULE = 30;
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/** T1 / T2 by the drawing's rule: T ± L·|S|/2, rounded to mm (S in %). */
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export function solplateTs(T: number, L: number, s: number): { T1: number; T2: number } {
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const half = (L * Math.abs(s)) / 200;
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return { T1: Math.round(T + half), T2: Math.round(T - half) };
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}
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/** 공통 규칙 (2단계, 승인 2026-10-23): inputs that drive E, L, W, T1, T2. Defaults are the drawing's values. */
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export interface BearingRules {
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/** 모르타르 h2 (mm). */
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h2: number;
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/** 받침 높이 h3 (mm). */
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h3: number;
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/** 솔플레이트 중심 두께 T (mm). */
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T: number;
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/** 솔플 여유 (mm): L = A + margin, W = B + margin. */
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margin: number;
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}
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export const BEARING_RULES_DEFAULT: BearingRules = { h2: 50, h3: 181, T: SOLPLATE_T_RULE, margin: 100 };
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/** Values of one bearing with the 공통 규칙 applied: E = h1 + h2 + h3 + h4, L = A + margin, W = B + margin, T1/T2 from T. */
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export function applyBearingRules(row: BearingRefRow, rules: BearingRules): { E: number; L: number; W: number; T1: number; T2: number } {
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const sp = SOLPLATE_REF[row.no - 1];
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const L = row.A + rules.margin;
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const { T1, T2 } = solplateTs(rules.T, L, sp.s);
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return { E: row.h1 + rules.h2 + rules.h3 + row.h4, L, W: row.B + rules.margin, T1, T2 };
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}
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