feat(rebar): 격자 실간격을 교각축(B1–B4·B9)과 교각축 직각(B5–B8·B11·B12)으로 나눠 입력

- footing-settings: s → sAxis(교각축) · sPerp(교각축 직각), 범위는 동일 (100–150)
- grid·gridPositions가 방향 키를 받음. B1–B4 grid는 sAxis, B5–B8 grid는 sPerp, B9 행·열은 sAxis, B11·B12는 sPerp
- 철근표 간격·실간격과 근거가 방향별 값을 씀 (B12는 교각축 직각 값, 승인 2026-10-26)
- 3D 확대기초 그림의 위치도 방향별 값을 씀
- 패널 입력 두 칸으로 분리

Co-Authored-By: Claude Haiku 5.5 <noreply@anthropic.com>

src/core/rebar/footing-settings.ts

@@ -3,6 +3,9 @@
  * Defaults are the 확대기초철근 (1).md values; the ranges are proposed and pending the design-standard check.
  * Fixed values (k = 2, Δ₂ = 100, 전단 4s · 엇갈림 2s, cycle 교대 배치) are not inputs.
  */
+/** Which grid spacing a helper uses: the 교각축 (sAxis) or the 교각축 직각 (sPerp). */
+export type FootingGridKey = 'sAxis' | 'sPerp';
+
 export interface FootingRebarSettings {
   /** 상면 피복 (최외측 철근 중심까지, mm). */
   cTop: number;
@@ -12,8 +15,10 @@ export interface FootingRebarSettings {
   cBottom: number;
   /** 첫 철근 최소 여유 (측면 피복 다음, mm). */
   eMin: number;
-  /** 격자 실간격 s (mm). */
-  s: number;
+  /** 격자 실간격 · 교각축 (mm): B1–B4 along W, and the B9 grid (승인 2026-10-26). */
+  sAxis: number;
+  /** 격자 실간격 · 교각축 직각 (mm): B5–B8 along L, and B11·B12 (승인 2026-10-26). */
+  sPerp: number;
   /** B10 높이 간격 s_v (mm). */
   sV: number;
   /** B5 아래 최소 여유 e_top (mm). */
@@ -27,7 +32,8 @@ export const DEFAULT_FOOTING_REBAR: FootingRebarSettings = {
   cSide: 100,
   cBottom: 150,
   eMin: 150,
-  s: 125,
+  sAxis: 125,
+  sPerp: 125,
   sV: 200,
   eTop: 150,
   n: 2,
@@ -39,7 +45,8 @@ export const FOOTING_REBAR_RANGES: Record<keyof FootingRebarSettings, [number, n
   cSide: [80, 150],
   cBottom: [100, 200],
   eMin: [100, 200],
-  s: [100, 150],
+  sAxis: [100, 150],
+  sPerp: [100, 150],
   sV: [150, 250],
   eTop: [100, 200],
   n: [1, 3],

src/core/rebar/footing.ts

@@ -1,5 +1,5 @@
 import { hookLength, NOMINAL_DIAMETER, type BarSize } from './common';
-import { DEFAULT_FOOTING_REBAR, type FootingRebarSettings } from './footing-settings';
+import { DEFAULT_FOOTING_REBAR, type FootingGridKey, type FootingRebarSettings } from './footing-settings';
 
 /**
  * 확대기초 철근 B1–B8, B10–B12 (plan C5). Source: RAG/확대기초철근 (1).md, 2026-10-22 최종 정리.
@@ -23,10 +23,11 @@ export interface GridResult {
 }
 
 /** Grid along one side of the footing (§3.1). side = W for B1–B4, L for B5–B8. */
-export function grid(side: number, f: FootingRebarSettings = DEFAULT_FOOTING_REBAR): GridResult {
+export function grid(side: number, f: FootingRebarSettings = DEFAULT_FOOTING_REBAR, key: FootingGridKey = 'sAxis'): GridResult {
+  const s = f[key];
   const A = side - 2 * f.cSide;
-  const n = Math.floor((A - 2 * f.eMin) / f.s);
-  const G = n * f.s;
+  const n = Math.floor((A - 2 * f.eMin) / s);
+  const G = n * s;
   const e = (A - G) / 2;
   return { n, G, e, positions: n + 1 };
 }
@@ -87,7 +88,7 @@ export function bottomBars(L: number, W: number, H: number, f: FootingRebarSetti
 
 /** B5–B8 (§6): the grid along L, with lengths from W. */
 export function crossBars(L: number, W: number, H: number, f: FootingRebarSettings = DEFAULT_FOOTING_REBAR): FootingBar[] {
-  const g = grid(L, f);
+  const g = grid(L, f, 'sPerp');
   const n = g.positions;
   const N8 = Math.ceil(n / 2); // B8 at even i
   const N6 = Math.floor(n / 2); // B6, B5, B7 at odd i
@@ -144,8 +145,8 @@ export function assemblyBars(L: number, W: number, H: number, f: FootingRebarSet
       const i0 = idx % 2 === 0 ? startOdd : startEven;
       return Math.floor((n - i0) / 4) + 1;
     });
-  const nW = grid(W, f).positions - 1; // 61
-  const nL = grid(L, f).positions - 1; // 79
+  const nW = grid(W, f, 'sPerp').positions - 1; // 61 (B12 uses the 교각축 직각 value, 승인 2026-10-26)
+  const nL = grid(L, f, 'sPerp').positions - 1; // 79 (B11 along L)
   // B11 is spread along L (n = 79) and B12 along W (n = 61); each level has its own count.
   const b11 = perLevel(nL, 0, 2).reduce((a, b) => a + b, 0);
   const b12 = perLevel(nW, 0, 2).reduce((a, b) => a + b, 0);
@@ -159,9 +160,9 @@ export function assemblyBars(L: number, W: number, H: number, f: FootingRebarSet
 }
 
 /** Plane positions of the grid along one side, mm from the footing centre: x_i = −side/2 + c_s + e + i·s (§3.1). */
-export function gridPositions(side: number, f: FootingRebarSettings = DEFAULT_FOOTING_REBAR): number[] {
-  const g = grid(side, f);
-  return Array.from({ length: g.positions }, (_, i) => -side / 2 + f.cSide + g.e + i * f.s);
+export function gridPositions(side: number, f: FootingRebarSettings = DEFAULT_FOOTING_REBAR, key: FootingGridKey = 'sAxis'): number[] {
+  const g = grid(side, f, key);
+  return Array.from({ length: g.positions }, (_, i) => -side / 2 + f.cSide + g.e + i * f[key]);
 }
 
 /** B9 bar of the rule (§9.1, Q-B18): a vertical bar at (x, n), mm from the footing centre. */

src/core/rebar/summary.ts

@@ -164,12 +164,16 @@ export function linkedSpacing(name: string, model: PierModel): Pick<RebarRow, 's
   // B10 s_v; B11·B12 4s. The basis is 기본값 unless the grid spacing s or s_v differs from its default.
   const fs = model.footingRebar;
   const fd = DEFAULT_FOOTING_REBAR;
-  if (/^B[1-8]$/.test(name)) {
-    const cycle = name === 'B2' || name === 'B4' || name === 'B6' || name === 'B8';
-    return { spacing: String(2 * fs.s), actual: String(cycle ? fs.s : 2 * fs.s), basis: basis(fs.s !== fd.s) };
+  if (/^B[1-4]$/.test(name)) {
+    const cycle = name === 'B2' || name === 'B4';
+    return { spacing: String(2 * fs.sAxis), actual: String(cycle ? fs.sAxis : 2 * fs.sAxis), basis: basis(fs.sAxis !== fd.sAxis) };
   }
-  if (name === 'B9') return { spacing: `${4 * fs.s} (4s)`, actual: `${2 * fs.s} (2s 엇갈림)`, basis: basis(fs.s !== fd.s) };
-  if (name === 'B11' || name === 'B12') return { spacing: `${4 * fs.s} (4s)`, actual: String(4 * fs.s), basis: basis(fs.s !== fd.s) };
+  if (/^B[5-8]$/.test(name)) {
+    const cycle = name === 'B6' || name === 'B8';
+    return { spacing: String(2 * fs.sPerp), actual: String(cycle ? fs.sPerp : 2 * fs.sPerp), basis: basis(fs.sPerp !== fd.sPerp) };
+  }
+  if (name === 'B9') return { spacing: `${4 * fs.sAxis} (4s)`, actual: `${2 * fs.sAxis} (2s 엇갈림)`, basis: basis(fs.sAxis !== fd.sAxis) };
+  if (name === 'B11' || name === 'B12') return { spacing: `${4 * fs.sPerp} (4s)`, actual: String(4 * fs.sPerp), basis: basis(fs.sPerp !== fd.sPerp) };
   if (name === 'B10-1' || name === 'B10-2') return { spacing: String(fs.sV), actual: String(fs.sV), basis: basis(fs.sV !== fd.sV) };
   if (name === 'S1') return { spacing: String(b.spacingS1), actual: String(b.spacingS1), basis: basis(b.spacingS1 !== bd.spacingS1) };
   if (name === 'S2') return { spacing: String(b.spacingS2), actual: String(b.spacingS2), basis: basis(b.spacingS2 !== bd.spacingS2) };