feat(bearing): 방위각 입력 · 계산 비교와 계산값 적용 버튼
교각·교대 솔플레이트 표에 받침별 '방위각 입력 (CAD)' · '방위각 계산 (CAD)' · '차이 (″, 계산 − 입력)' · [적용] 열을 두고, 표 위에 '계산 방위각 모두 적용 / 모두 입력값으로' 버튼을 둔다 (사용자 요청 2026-11-06, Q-SH4 "입력값 유지"를 사용자가 고르게 바꿈). - 계산 방위각: 거더 짝이면 두 받침을 잇는 방향, 교대만의 현 짝이면 원곡선 접선(현 방향 ± 방위각 변화의 절반) - 적용값은 교각 input.azimuthApplied / 교대 record.azimuthApplied에 받침번호별로 저장, 엑셀 값은 그대로. 블럭 · 받침 · 솔플레이트 회전과 오르막 방향에 쓰고, 짝 찾기는 엑셀 입력값으로 - 차이 표시: 거더 짝 ≤ 10″ / WS01, 현 짝은 '현 · 참고'. 도·분·초 CAD 각(엑셀과 같은 표기) - 테스트: P1 전열 계산값 ≤ 0.5″ · 후열 없음, 적용한 받침만 블럭 회전 변화, 원곡선 현 접선 = 입력, 교대 toAbutInput 반영 - 브라우저: 운곡교AA.xlsx A1-광주 ① 적용 → 블럭 회전 4.39° → 4.36°, 모두 적용 5개 · 모두 해제, 예외 0 Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com>
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@@ -51,6 +51,8 @@ export function resolveBearingRule(changes?: Partial<AbutBearingRule> & Record<s
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export interface AbutSoleContext {
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pairs?: BearingPair[];
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slopeI?: number;
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/** 엑셀 방위각 per bearing number (deg model 진북), when an applied 계산 방위각 is in the model. */
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inputAzimuthDeg?: Record<string, number>;
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}
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/** Solplate of every bearing of the abutment (one row). */
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@@ -58,7 +60,7 @@ export function abutSoles(model: AbutModel, rule: AbutBearingRule, heightMm: num
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const plates = Object.fromEntries(model.bearings.map((b) => [String(b.no), { aMm: rule.aMm, bMm: rule.bMm }]));
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return structureSoles(
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model.name,
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model.bearings.map((b) => ({ no: b.no, row: '1열', azimuthDeg: b.azimuthDeg ?? 0 })),
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model.bearings.map((b) => ({ no: b.no, row: '1열', azimuthDeg: b.azimuthDeg ?? 0, inputAzimuthDeg: ctx.inputAzimuthDeg?.[String(b.no)] })),
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{
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h3Mm: rule.h3Mm ?? heightMm - rule.tRefMm, tRefMm: rule.tRefMm, tMinMm: rule.tMinMm, marginMm: rule.marginMm, plates,
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tByRow: rule.tMm === undefined ? undefined : { '1열': rule.tMm },
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@@ -132,6 +134,9 @@ export interface AbutSolplateRow {
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/** 방위각 검사 (″): input azimuth against the pair direction; absent without a pair. */
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azimuthSec?: number;
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pairKind?: 'girder' | 'chord';
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/** 방위각 입력 (엑셀) and 계산 (짝 받침), deg model 진북; 계산 absent without a pair. */
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azimuthInputDeg: number;
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azimuthCalcDeg?: number;
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L: number;
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W: number;
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T: number;
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@@ -146,7 +151,7 @@ export function abutSolplateRows(model: AbutModel, rule: AbutBearingRule, height
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return abutSoles(model, rule, heightMm, ctx).map((p) => {
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const rhs = (p.L * Math.abs(p.slopePct)) / 100;
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return {
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no: p.no, S: p.slopePct, source: p.slopeSource, azimuthSec: p.azimuthCheckSec,
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no: p.no, S: p.slopePct, source: p.slopeSource, azimuthSec: p.azimuthCheckSec, azimuthInputDeg: p.azimuthInputDeg, azimuthCalcDeg: p.azimuthCalcDeg,
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pair: p.pair ? `${p.pair.structure}-${CIRCLED[p.pair.no - 1] ?? p.pair.no}${p.pairKind === 'chord' ? ' (현)' : ''}` : undefined, pairKind: p.pairKind,
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L: p.L, W: p.W, T: p.T, T1: p.T1, T2: p.T2,
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check: `${p.T1 - p.T2} ≈ ${rhs.toFixed(1)} ${Math.abs(p.T1 - p.T2 - rhs) <= 1 + 1e-9 ? '일치' : '불일치 (W08)'}`,
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@@ -66,6 +66,8 @@ export interface AbutRecord {
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shape?: Partial<AbutShape>;
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/** 받침 규칙 (② 교량받침 카드: h3, 솔플레이트 T·여유, 받침 종류). Only the changed values. Absent = 교각 P1 가정값 (QA-15). */
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bearingRule?: Partial<AbutBearingRule>;
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/** 계산 방위각을 적용한 받침: 받침번호 → 방위각 (deg, model 진북). Absent = 엑셀 입력값 (2026-11-06). */
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azimuthApplied?: Record<string, number>;
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/** 날개벽 치수 (② 날개벽 카드, 측별, mm). Only the changed values. */
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wingDims?: { left?: Partial<WingDims>; right?: Partial<WingDims> };
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/** 접속슬래브 입력 (② 접속슬래브 카드: 형식, 경사, 치수 mm). Only the changed values. Absent = 매립형 · 하향 4 % 기본값. */
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@@ -235,7 +237,8 @@ export function toAbutInput(rec: AbutRecord): AbutInput {
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ip1: rec.ip1,
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ip2: rec.ip2,
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ip3: rec.ip3,
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bearings: rec.bearings.map((b) => ({ no: b.no, pos: b.pos, z: b.z, seatEl: b.seatEl, azimuthDeg: b.azimuthDeg })),
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// 계산 방위각을 적용한 받침 (2026-11-06) use that value; the record keeps the workbook value.
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bearings: rec.bearings.map((b) => ({ no: b.no, pos: b.pos, z: b.z, seatEl: b.seatEl, azimuthDeg: rec.azimuthApplied?.[String(b.no)] ?? b.azimuthDeg })),
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skewDeg: rec.skewDeg,
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slopeI: rec.slopeI,
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wings: rec.wings,
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@@ -45,6 +45,9 @@ export interface BearingPair {
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slopePct: number;
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/** The structure on the higher end: the 오르막 쪽 where T1 sits for both bearings. */
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uphill: string;
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/** 계산 방위각 (deg, model 진북) of each end from the pair: the girder direction, or on a 현 the arc tangent. */
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fromCalcDeg: number;
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toCalcDeg: number;
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/** girder = the two ends of one girder; chord = A1 ↔ A2 of a bridge loaded without piers (현, chordPairs). */
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kind: 'girder' | 'chord';
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warnings: PairWarning[];
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@@ -52,6 +55,8 @@ export interface BearingPair {
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const DEG = Math.PI / 180;
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const angleDiffDeg = (a: number, b: number) => Math.abs(((a - b + 540) % 360) - 180);
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/** a − b wrapped to (−180, 180]. */
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const signedDiff = (a: number, b: number) => ((a - b + 540) % 360) - 180;
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/**
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* Girder pairs over the bridge (Q-SH1, Q-SH4). For each bearing b the candidates on the other structures lie
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@@ -89,7 +94,7 @@ export function girderPairs(structures: PairStructure[]): BearingPair[] {
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pairs.push({
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from: { structure: here.name, no: b.no }, to: { structure: best.c.structure, no: best.c.no },
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distanceM, offsetM: best.offset, azimuthDiffDeg: best.dAz, directionDeg, fromCheckSec, toCheckSec,
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slopePct, uphill: best.c.z > b.z ? best.c.structure : here.name, warnings, kind: 'girder',
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slopePct, uphill: best.c.z > b.z ? best.c.structure : here.name, warnings, kind: 'girder', fromCalcDeg: directionDeg, toCalcDeg: directionDeg,
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});
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}
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}
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@@ -119,6 +124,9 @@ export function chordPairs(starts: PairStructure[], ends: PairStructure[]): Bear
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distanceM, offsetM: 0, azimuthDiffDeg: angleDiffDeg(best.c.azimuthDeg, b.azimuthDeg), directionDeg: best.directionDeg,
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fromCheckSec: best.dev * 3600, toCheckSec: best.dev * 3600, slopePct: ((best.c.z - b.z) / distanceM) * 100,
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uphill: best.c.z > b.z ? best.structure : here.name, warnings: candidates.length > 1 ? ['WS04'] : [], kind: 'chord',
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// Circular arc: the tangent at each end is the chord turned by half the azimuth change.
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fromCalcDeg: (best.directionDeg + signedDiff(b.azimuthDeg, best.c.azimuthDeg) / 2 + 360) % 360,
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toCalcDeg: (best.directionDeg + signedDiff(best.c.azimuthDeg, b.azimuthDeg) / 2 + 360) % 360,
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});
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}
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return pairs;
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@@ -64,6 +64,9 @@ export interface SolplateRow {
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/** 방위각 검사 (″): input azimuth against the pair direction; absent without a pair. */
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azimuthSec?: number;
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pairKind?: 'girder' | 'chord';
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/** 방위각 입력 (엑셀) and 계산 (짝 받침), deg model 진북; 계산 absent without a pair. */
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azimuthInputDeg: number;
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azimuthCalcDeg?: number;
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/** Where S comes from: 계산 (짝) / 입력 (종단경사) / 가정 (다른 열) / 수정됨 / 없음. */
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source: SlopeSource;
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/** T typed by the user (수정됨) rather than automatic. */
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@@ -133,7 +136,7 @@ export function solplateRows(m: PierModel): SolplateRow[] {
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const checkRhs = (p.L * Math.abs(p.slopePct)) / 100;
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return {
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pair: s.pair ? `${s.pair.structure}-${CIRCLED_NO[s.pair.no - 1] ?? s.pair.no}${s.pairKind === 'chord' ? ' (현)' : ''}` : undefined, pairKind: s.pairKind,
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azimuthSec: s.azimuthCheckSec, source: s.slopeSource, tTyped: s.tTyped, A: s.aMm, B: s.bMm, warnings: s.warnings,
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azimuthSec: s.azimuthCheckSec, azimuthInputDeg: s.azimuthInputDeg, azimuthCalcDeg: s.azimuthCalcDeg, source: s.slopeSource, tTyped: s.tTyped, A: s.aMm, B: s.bMm, warnings: s.warnings,
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no: b.no,
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S: p.slopePct,
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L: p.L,
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@@ -459,11 +459,13 @@ export function buildPier(input: PierInput, ctx: PierContext = {}): PierModel {
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}
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const blocks: BlockModel[] = [];
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const bearingAz = new Map(input.bearings.map((r) => [r.no, r.azimuthDeg]));
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// 계산 방위각을 적용한 받침 (2026-11-06): that value turns the block, bearing and solplate; the workbook value stays in input.
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const azimuthOf = (r: { no: number; azimuthDeg: number }) => input.azimuthApplied?.[String(r.no)] ?? r.azimuthDeg;
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const bearingAz = new Map(input.bearings.map((r) => [r.no, azimuthOf(r)]));
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const skewOf = (no: number, k: number) => rowSkewDeg(bearingAz.get(no) ?? NaN, axis.segments[k].u);
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// Solplate of every bearing (결정 2026-11-06): S from the girder pair (ctx.pairs over the whole bridge), else the
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// 종단경사 input, else the other row; T per row; the girder underside stays, so the block top drops by T − T_ref.
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const soles = new Map(structureSoles(input.name, input.bearings.map((b) => ({ no: b.no, row: b.row, azimuthDeg: b.azimuthDeg })),
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const soles = new Map(structureSoles(input.name, input.bearings.map((b) => ({ no: b.no, row: b.row, azimuthDeg: azimuthOf(b), inputAzimuthDeg: b.azimuthDeg })),
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input.sole, ctx.pairs ?? [], input.longitudinalSlope === undefined ? undefined : input.longitudinalSlope * 100).map((s) => [s.no, s]));
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const planOf = (no: number, k: number, skewDeg: number): SolplatePlan => {
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const s = soles.get(no)!;
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@@ -38,6 +38,9 @@ export interface BearingSole {
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pair?: { structure: string; no: number };
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/** 방위각 검사 (″): this bearing's input azimuth against the direction to its pair (Q-SH4, WS01 > 10″). Absent without a pair. */
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azimuthCheckSec?: number;
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/** 입력 방위각 and the one computed from the pair (deg, model 진북); the second is absent without a pair. */
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azimuthInputDeg: number;
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azimuthCalcDeg?: number;
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/** girder (같은 거더) or chord (교대만, A1 ↔ A2 현). */
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pairKind?: 'girder' | 'chord';
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slopePct: number;
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@@ -65,7 +68,10 @@ export interface BearingSole {
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export interface SoleBearing {
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no: number;
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row: string;
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/** The azimuth in use (an applied 계산 방위각 when chosen) — for the 오르막 direction. */
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azimuthDeg: number;
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/** The workbook azimuth, when it differs from the one in use. */
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inputAzimuthDeg?: number;
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}
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const DEG = Math.PI / 180;
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@@ -121,6 +127,8 @@ export function structureSoles(structure: string, bearings: SoleBearing[], setti
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return {
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no: b.no, row: b.row, pair: pair ? (pair.from.structure === structure ? pair.to : pair.from) : undefined,
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pairKind: pair?.kind,
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azimuthInputDeg: b.inputAzimuthDeg ?? b.azimuthDeg,
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azimuthCalcDeg: pair ? (pair.from.structure === structure && pair.from.no === b.no ? pair.fromCalcDeg : pair.toCalcDeg) : undefined,
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azimuthCheckSec: pair ? (pair.from.structure === structure && pair.from.no === b.no ? pair.fromCheckSec : pair.toCheckSec) : undefined,
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slopePct, slopeSource: source, aMm, bMm, L, W, T, tTyped: typed, T1, T2, tReq: req[i], h3: s.h3Mm,
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dropMm: T - s.tRefMm, uphill: sign ? { e: sign * dir.e, n: sign * dir.n } : null, warnings,
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@@ -67,6 +67,8 @@ export interface PierInput {
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solplate?: SolplateRule;
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/** 솔플레이트 입력 (결정 2026-11-06, 시안): h3, T_ref, T_min, 여유, 받침별 A × B, 열 T·받침 S 직접 수정. Absent = 기본값. */
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sole?: SoleSettings;
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/** 계산 방위각을 적용한 받침: 받침번호 → 방위각 (deg, model 진북). Absent = 엑셀 입력값 (2026-11-06). */
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azimuthApplied?: Record<string, number>;
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/** 다주형 기둥 위치 입력 (Q-M10 미결): 끝 ~ 기둥1 중심 e_c, 기둥 간격 s_c (mm). Absent = L/5 규칙. */
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columnEndOffsetMm?: number;
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columnSpacingMm?: number;
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+80
-15
@@ -967,7 +967,7 @@ function fillAbutBearingCard(
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const m3 = (v: number) => v.toFixed(3);
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const H = rec.bearingHeightMm;
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// 솔플레이트 S: 짝 받침(P1 전열 등) 계산, 없으면 교대 종단경사 i (2026-11-06).
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const ctx = { pairs: state.bridgePairs, slopeI: rec.slopeI };
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const ctx = { pairs: state.bridgePairs, slopeI: rec.slopeI, inputAzimuthDeg: Object.fromEntries(rec.bearings.filter((b) => b.azimuthDeg !== undefined).map((b) => [String(b.no), b.azimuthDeg!])) };
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const elev = abutElevationRows(model, rule, H, ctx);
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const sol = abutSolplateRows(model, rule, H, ctx);
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// 상세 보기 (받침 ①–⑤): the three 삽도 draw the picked bearing.
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@@ -1016,12 +1016,23 @@ function fillAbutBearingCard(
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),
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);
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box.append(el('p', '솔플레이트 상세 TABLE (mm) · S는 같은 거더 양끝 받침에서 계산', 'lbl'));
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box.append(
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table(
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['No.', '짝 받침', '방위각 검사 (″)', 'S (%)', 'S 근거', 'L', 'W', 'T', 'T1 (오르막 쪽)', 'T2', '검산 T1 − T2 ≈ L·|S|/100', '검사'],
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sol.map((r) => [String(r.no), r.pair ?? '없음', azimuthCheckText(r.azimuthSec, r.pairKind), r.S.toFixed(3), r.source, String(r.L), String(r.W), String(r.T), String(r.T1), String(r.T2), r.check, r.warnings.length ? r.warnings.join(' · ') : '—']),
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),
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);
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const setApplied = (next: Record<string, number> | undefined) => apply({ ...rec, azimuthApplied: next && Object.keys(next).length ? next : undefined });
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box.append(azimuthBulk(sol, rec.azimuthApplied, setApplied));
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{
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const tbl = table(['No.', '짝 받침', ...AZIMUTH_HEADERS, 'S (%)', 'S 근거', 'L', 'W', 'T', 'T1 (오르막 쪽)', 'T2', '검산 T1 − T2 ≈ L·|S|/100', '검사'], []);
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const body = tbl.tBodies[0];
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for (const r of sol) {
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const key = String(r.no);
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const tr = body.insertRow();
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tr.append(el('td', String(r.no)), el('td', r.pair ?? '없음'), ...azimuthCells(r.azimuthInputDeg, r.azimuthCalcDeg, r.pairKind, rec.azimuthApplied?.[key], (v) => {
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const next = { ...(rec.azimuthApplied ?? {}) };
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if (v === undefined) delete next[key]; else next[key] = v;
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setApplied(next);
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}));
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for (const c of [r.S.toFixed(3), r.source, String(r.L), String(r.W), String(r.T), String(r.T1), String(r.T2), r.check, r.warnings.length ? r.warnings.join(' · ') : '—']) tr.append(el('td', c));
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}
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box.append(tbl);
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}
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// 솔플레이트 입력 (결정 2026-11-06): 교각 카드와 같은 항목, 받침이 1열이라 T 하나.
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box.append(el('p', `솔플레이트 입력 (이 교대) · T = max(T_min, ⌈T_min + L·|S|/2⌉) · 거더 하면 고정 → 블럭 상면 = z − (T − T_ref)`, 'lbl'));
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const auto = sol[0];
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@@ -5136,10 +5147,11 @@ function renderElevationTable(wrap: HTMLDivElement, pier: Pier): void {
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function renderSolplateTable(wrap: HTMLDivElement, pier: Pier): void {
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if (!pier.model) return;
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wrap.appendChild(el('p', '솔플레이트 TABLE (모델값 · mm) · S는 같은 거더 양끝 받침에서 계산', 'lbl'));
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wrap.appendChild(azimuthBulk(solplateRows(pier.model), pier.draft.azimuthApplied, (next) => setAzimuthApplied(pier.input.name, next ?? {})));
|
||||
const table = el('table', undefined, 'grid-table rebar-table');
|
||||
const head = el('thead');
|
||||
const hr = el('tr');
|
||||
for (const h of ['No', '짝 받침', '방위각 검사 (″)', 'S (%)', 'S 근거', 'A', 'B', 'L', 'W', 'T', 'T1 (오르막 쪽)', 'T2', '검산 T1 − T2 ≈ L·|S|/100', '검사']) hr.appendChild(el('th', h));
|
||||
for (const h of ['No', '짝 받침', ...AZIMUTH_HEADERS, 'S (%)', 'S 근거', 'A', 'B', 'L', 'W', 'T', 'T1 (오르막 쪽)', 'T2', '검산 T1 − T2 ≈ L·|S|/100', '검사']) hr.appendChild(el('th', h));
|
||||
head.appendChild(hr);
|
||||
table.appendChild(head);
|
||||
const body = el('tbody');
|
||||
@@ -5155,7 +5167,11 @@ function renderSolplateTable(wrap: HTMLDivElement, pier: Pier): void {
|
||||
for (const r of solplateRows(pier.model)) {
|
||||
const key = String(r.no);
|
||||
const tr = el('tr');
|
||||
tr.append(el('td', String(r.no)), el('td', r.pair ?? '없음'), el('td', azimuthCheckText(r.azimuthSec, r.pairKind)));
|
||||
tr.append(el('td', String(r.no)), el('td', r.pair ?? '없음'), ...azimuthCells(r.azimuthInputDeg, r.azimuthCalcDeg, r.pairKind, pier.draft.azimuthApplied?.[key], (v) => {
|
||||
const next = { ...(pier.draft.azimuthApplied ?? {}) };
|
||||
if (v === undefined) delete next[key]; else next[key] = v;
|
||||
setAzimuthApplied(pier.input.name, next);
|
||||
}));
|
||||
tr.appendChild(cellInput(Math.round(r.S * 1000) / 1000, r.source === '수정됨', `받침 ${r.no} S (%)`, (v) => {
|
||||
const next = { ...(settings.slopePct ?? {}) };
|
||||
if (v === undefined) delete next[key]; else next[key] = v;
|
||||
@@ -5180,12 +5196,61 @@ function renderSolplateTable(wrap: HTMLDivElement, pier: Pier): void {
|
||||
wrap.appendChild(el('div', undefined, 'table-scroll')).appendChild(table);
|
||||
}
|
||||
|
||||
/** 방위각 검사 칸 (Q-SH4): the difference to the pair direction in arc seconds, ≤ 10″ 통과 / > 10″ WS01; '—' without a pair. */
|
||||
function azimuthCheckText(sec: number | undefined, kind?: 'girder' | 'chord'): string {
|
||||
if (sec === undefined) return '— (짝 없음)';
|
||||
// 교대만 A1 ↔ A2 현: chord against the mean azimuth, for reference (the 10″ rule is for one girder).
|
||||
if (kind === 'chord') return `현 ${sec.toFixed(0)}″ (참고)`;
|
||||
return `${sec.toFixed(1)}″ ${sec > AZIMUTH_CHECK_SEC ? 'WS01' : '≤ 10″'}`;
|
||||
/** CAD 각 (엑셀과 같은 동 = 0° 반시계) as d°mm′ss.s″, from a model 진북 azimuth (deg). */
|
||||
function cadDms(az: number): string {
|
||||
const cad = (((90 - az) % 360) + 360) % 360;
|
||||
let d = Math.floor(cad), m = Math.floor((cad - d) * 60), s = Math.round(((cad - d) * 60 - m) * 600) / 10;
|
||||
if (s >= 60) { s -= 60; m += 1; }
|
||||
if (m >= 60) { m -= 60; d += 1; }
|
||||
return `${d}°${String(m).padStart(2, '0')}′${s.toFixed(1).padStart(4, '0')}″`;
|
||||
}
|
||||
|
||||
const AZIMUTH_HEADERS = ['방위각 입력 (CAD)', '방위각 계산 (CAD)', '차이 (″, 계산 − 입력)', '적용'];
|
||||
|
||||
/**
|
||||
* 방위각 입력 · 계산 · 차이 · 적용 칸 (2026-11-06). 계산 = 짝 받침 방향 (현 짝이면 원곡선 접선). The button applies the 계산
|
||||
* 방위각 to the block / bearing / solplate rotation or goes back to the workbook value.
|
||||
*/
|
||||
function azimuthCells(input: number, calc: number | undefined, kind: 'girder' | 'chord' | undefined, applied: number | undefined, onSet: (value: number | undefined) => void): HTMLTableCellElement[] {
|
||||
const cells = [el('td', cadDms(input))];
|
||||
if (calc === undefined) return [...cells, el('td', '— (짝 없음)'), el('td', '—'), el('td', '—')];
|
||||
// CAD runs the other way round from the 진북 azimuth, so the CAD difference is −(calc − input).
|
||||
const sec = -(((calc - input + 540) % 360) - 180) * 3600;
|
||||
const status = kind === 'chord' ? '현 · 참고' : Math.abs(sec) > AZIMUTH_CHECK_SEC ? 'WS01' : '≤ 10″';
|
||||
cells.push(el('td', `${cadDms(calc)}${kind === 'chord' ? ' (현)' : ''}`), el('td', `${sec >= 0 ? '+' : ''}${sec.toFixed(1)}″ ${status}`));
|
||||
const on = applied !== undefined;
|
||||
const button = el('button', on ? '적용됨 · 입력값으로' : '계산값 적용', 'btn small');
|
||||
button.type = 'button';
|
||||
button.setAttribute('aria-pressed', String(on));
|
||||
button.title = on ? `계산 방위각 ${cadDms(applied)} 사용 중 · 누르면 엑셀 입력값으로` : '블럭 · 받침 · 솔플레이트 회전에 계산 방위각을 씁니다';
|
||||
button.addEventListener('click', () => onSet(on ? undefined : calc));
|
||||
const td = el('td'); td.appendChild(button);
|
||||
return [...cells, td];
|
||||
}
|
||||
|
||||
/** '모두 적용 / 모두 입력값으로' buttons above a solplate table. */
|
||||
function azimuthBulk(rows: { no: number; azimuthCalcDeg?: number }[], applied: Record<string, number> | undefined, onSet: (next: Record<string, number> | undefined) => void): HTMLDivElement {
|
||||
const box = el('div', undefined, 'btn-row');
|
||||
const all = el('button', '계산 방위각 모두 적용', 'btn small');
|
||||
all.type = 'button';
|
||||
all.disabled = !rows.some((r) => r.azimuthCalcDeg !== undefined);
|
||||
all.addEventListener('click', () => onSet(Object.fromEntries(rows.filter((r) => r.azimuthCalcDeg !== undefined).map((r) => [String(r.no), r.azimuthCalcDeg!]))));
|
||||
const none = el('button', '모두 입력값으로', 'btn small');
|
||||
none.type = 'button';
|
||||
none.disabled = !applied || Object.keys(applied).length === 0;
|
||||
none.addEventListener('click', () => onSet(undefined));
|
||||
box.append(all, none, el('span', `적용 ${applied ? Object.keys(applied).length : 0}개 · 짝 찾기는 엑셀 입력값으로 합니다`, 'muted small'));
|
||||
return box;
|
||||
}
|
||||
|
||||
/** Sets the bearings that use the 계산 방위각 (2026-11-06) and rebuilds that pier. */
|
||||
function setAzimuthApplied(name: string, applied: Record<string, number>): void {
|
||||
const p = state.piers.find((q) => q.input.name === name);
|
||||
if (!p) return;
|
||||
p.draft = { ...p.draft, azimuthApplied: Object.keys(applied).length ? applied : undefined };
|
||||
state.piers = state.piers.map((q) => (q === p ? regenerateEntry(q) : q));
|
||||
setupScene();
|
||||
renderAll();
|
||||
}
|
||||
|
||||
/** Sets one pier's solplate settings (2026-11-06) and rebuilds that pier. */
|
||||
|
||||
@@ -168,3 +168,46 @@ describe('교대만 (교각 0기): A1 ↔ A2 현 짝 (검토 2026-11-06)', () =>
|
||||
expect(bridgePairs([p1], [a1, abuts[3]]).some((p) => p.kind === 'chord')).toBe(false);
|
||||
});
|
||||
});
|
||||
|
||||
describe('방위각 입력 · 계산 · 적용 (2026-11-06)', () => {
|
||||
it('P1: the 계산 방위각 is the A1 girder direction (≤ 0.5″ from the input); the back row has none', async () => {
|
||||
const { bridgePairs } = await import('../src/core/bridge-pairs');
|
||||
const { buildPier } = await import('../src/core/geometry');
|
||||
const m = buildPier(p1, { pairs: bridgePairs([p1], [a1]) });
|
||||
for (const s of m.soles.filter((x) => x.row === '전열')) expect(Math.abs(s.azimuthCalcDeg! - s.azimuthInputDeg) * 3600).toBeLessThanOrEqual(0.5);
|
||||
expect(m.soles.filter((x) => x.row === '후열').every((x) => x.azimuthCalcDeg === undefined)).toBe(true);
|
||||
});
|
||||
|
||||
it('applying a value turns that block and keeps the workbook value as the input', async () => {
|
||||
const { bridgePairs } = await import('../src/core/bridge-pairs');
|
||||
const { buildPier } = await import('../src/core/geometry');
|
||||
const pairs = bridgePairs([p1], [a1]);
|
||||
const base = buildPier(p1, { pairs });
|
||||
const turned = buildPier({ ...p1, azimuthApplied: { 3: p1.bearings[2].azimuthDeg + 1 } }, { pairs });
|
||||
const skew = (m: typeof base, no: number) => m.blocks.find((b) => b.no === no)!.rowSkewDeg;
|
||||
expect(skew(turned, 3) - skew(base, 3)).toBeCloseTo(1, 6);
|
||||
expect(skew(turned, 2)).toBe(skew(base, 2));
|
||||
expect(turned.soles.find((s) => s.no === 3)!.azimuthInputDeg).toBe(p1.bearings[2].azimuthDeg);
|
||||
});
|
||||
|
||||
it('현 짝 (교대만): the 계산 방위각 is the arc tangent — equal to the input on a circular arc', async () => {
|
||||
const { chordPairs } = await import('../src/core/bearing-pair');
|
||||
const a2: PairStructure = { name: 'A2', bearings: A1.bearings.map((b) => {
|
||||
const t = ((b.azimuthDeg - 4) * Math.PI) / 180;
|
||||
return { ...b, x: b.x + 350 * Math.sin(t), y: b.y + 350 * Math.cos(t), azimuthDeg: b.azimuthDeg - 8, z: b.z - 6.65 };
|
||||
}) };
|
||||
const pairs = chordPairs([A1], [a2]);
|
||||
expect(pairs).toHaveLength(5);
|
||||
pairs.forEach((p, i) => {
|
||||
expect(Math.abs(p.fromCalcDeg - A1.bearings[i].azimuthDeg) * 3600).toBeLessThan(0.5);
|
||||
expect(Math.abs(p.toCalcDeg - a2.bearings[i].azimuthDeg) * 3600).toBeLessThan(0.5);
|
||||
});
|
||||
});
|
||||
|
||||
it('교대: an applied 계산 방위각 reaches the abutment model through toAbutInput', async () => {
|
||||
const { toAbutInput } = await import('../src/core/abut/parse');
|
||||
const input = toAbutInput({ ...a1, azimuthApplied: { 1: 10 } });
|
||||
expect(input.bearings.find((b) => b.no === 1)!.azimuthDeg).toBe(10);
|
||||
expect(input.bearings.find((b) => b.no === 2)!.azimuthDeg).toBe(a1.bearings[1].azimuthDeg);
|
||||
});
|
||||
});
|
||||
Reference in new issue
Block a user