Add project takeoff verification and bearing dimensions

Co-authored-by: Copilot <223556219+Copilot@users.noreply.github.com>

수량산출/model.ts

@@ -1,3 +1,4 @@
+import {bearingDimensions} from './bearing-dimensions';
 import {straightCopingFormulas} from './coping-formulas';
 import type {PierInput} from '../src/core/types';
 import {DIM,type PierModel} from '../src/core/geometry';
@@ -16,9 +17,9 @@ export function withTemplateDefaults(stored:QuantityInputs):QuantityInputs{
 }
 export function automaticInputs(input:PierInput,m:PierModel):Mapped[]{
  const uniform=(v:(number|undefined)[])=>v.length&&v.every(x=>x!==undefined&&Number.isFinite(x)&&Math.abs(x!-v[0]!)<1e-7)?v[0]!:null;
- const footing=m.footings[0],nopiles=m.piles.length===0;
+ const footing=m.footings[0],nopiles=m.piles.length===0,bearing=bearingDimensions(m);
  const slope=m.copingL>0&&m.segments.length?((m.segments[m.segments.length-1].top-m.segments[0].top)/m.copingL)*100:null;
- const auto:Record<number,[number|null,string]>={18:[m.copingRefTop,'model.copingRefTop (원본 Zb 의미 검토)'],19:[input.groundEl,'input.groundEl'],20:[input.groundWaterOn===true&&Number.isFinite(input.groundWaterEl)?input.groundWaterEl!:null,'input.groundWaterEl / 지하수 미지정은 직접 확인'],24:[m.copingL,'model.copingL'],25:[m.copingB,'model.copingB'],26:[m.h2,'model.h2 · 하부 테이퍼 높이'],27:[m.h1,'model.h1 · 상부 높이'],28:[slope,'모델 양단 상면 높이차/Lc ×100 · 단차 포함 등가경사'],29:[0,'현재 코핑 모델은 수직 끝단 · 별도 돌출부 없음'],30:[null,'직선 모델: 곡률 없음 · 원본 곡률항의 직선 극한 사용'],31:[uniform(m.columns.map(c=>c.diameter)),'model.columns[].diameter'],32:[footing?.bottom??null,'model.footings[0].bottom'],33:[footing?.length??null,'model.footings[0].length'],34:[footing?.width??null,'model.footings[0].width'],35:[footing?footing.top-footing.bottom:null,'기초 상면-하면'],36:[nopiles?0:uniform(m.piles.map(p=>p.diameter)),'model.piles[].diameter'],37:[nopiles?0:input.pileThicknessMm!=null?input.pileThicknessMm/1000:null,'입력 말뚝두께 mm→m'],38:[nopiles?0:uniform(m.piles.map(p=>p.top-p.bottom)),'말뚝 상면-하면'],39:[m.piles.length,'model.piles.length'],40:[uniform(m.blocks.map(b=>b.plan?.A!==undefined?b.plan.A/1000:undefined)),'받침 plan.A mm→m'],41:[uniform(m.blocks.map(b=>b.plan?.B!==undefined?b.plan.B/1000:undefined)),'받침 plan.B mm→m'],42:[m.blocks.length,'model.blocks.length'],43:[m.integratedBlocks.length?null:DIM.blockSize,'모델 분리블럭 크기'],44:[m.integratedBlocks.length?null:DIM.blockSize,'모델 분리블럭 크기'],45:[m.blocks.length?m.blocks.reduce((s,b)=>s+b.top-b.bottom,0)/m.blocks.length:null,'동일 평면 블럭 높이 합/Nb (원식의 등가 높이)'],46:[uniform(m.blocks.map(b=>b.plan?.T!==undefined?b.plan.T/1000:undefined))??(input.solplate?.T!=null?input.solplate.T/1000:null),'실제 솔플레이트 plan.T 또는 입력 공통 T mm→m']};
+ const auto:Record<number,[number|null,string]>={18:[m.copingRefTop,'model.copingRefTop (원본 Zb 의미 검토)'],19:[input.groundEl,'input.groundEl'],20:[input.groundWaterOn===true&&Number.isFinite(input.groundWaterEl)?input.groundWaterEl!:null,'input.groundWaterEl / 지하수 미지정은 직접 확인'],24:[m.copingL,'model.copingL'],25:[m.copingB,'model.copingB'],26:[m.h2,'model.h2 · 하부 테이퍼 높이'],27:[m.h1,'model.h1 · 상부 높이'],28:[slope,'모델 양단 상면 높이차/Lc ×100 · 단차 포함 등가경사'],29:[0,'현재 코핑 모델은 수직 끝단 · 별도 돌출부 없음'],30:[null,'직선 모델: 곡률 없음 · 원본 곡률항의 직선 극한 사용'],31:[uniform(m.columns.map(c=>c.diameter)),'model.columns[].diameter'],32:[footing?.bottom??null,'model.footings[0].bottom'],33:[footing?.length??null,'model.footings[0].length'],34:[footing?.width??null,'model.footings[0].width'],35:[footing?footing.top-footing.bottom:null,'기초 상면-하면'],36:[nopiles?0:uniform(m.piles.map(p=>p.diameter)),'model.piles[].diameter'],37:[nopiles?0:input.pileThicknessMm!=null?input.pileThicknessMm/1000:null,'입력 말뚝두께 mm→m'],38:[nopiles?0:uniform(m.piles.map(p=>p.top-p.bottom)),'말뚝 상면-하면'],39:[m.piles.length,'model.piles.length'],40:[bearing.length,'3D 받침 본체: (plan.A+margin)/1000−0.2 m'],41:[bearing.width,'3D 받침 본체: (plan.B+margin)/1000−0.2 m'],42:[m.blocks.length,'model.blocks.length'],43:[m.integratedBlocks.length?null:DIM.blockSize,'모델 분리블럭 크기'],44:[m.integratedBlocks.length?null:DIM.blockSize,'모델 분리블럭 크기'],45:[m.blocks.length?m.blocks.reduce((s,b)=>s+b.top-b.bottom,0)/m.blocks.length:null,'동일 평면 블럭 높이 합/Nb (원식의 등가 높이)'],46:[uniform(m.blocks.map(b=>b.plan?.T!==undefined?b.plan.T/1000:undefined))??(input.solplate?.T!=null?input.solplate.T/1000:null),'실제 솔플레이트 plan.T 또는 입력 공통 T mm→m']};
  return variables.map(v=>{const a=auto[v.row];return {...v,value:a?.[0]??null,source:a?.[1]??`${INPUTS}!N${v.row} · 모델에 없는 조건`,automatic:a?.[0]!=null||v.row===30,notApplicable:v.row===30};});
 }
 export function geometrySignature(input:PierInput,m:PierModel):string{const {quantityTakeoff,...raw}=input;return JSON.stringify({raw,auto:automaticInputs(input,m),version:templateHash});}