diff --git a/src/core/rebar/footing.ts b/src/core/rebar/footing.ts
index d09eabb..d1aa529 100644
--- a/src/core/rebar/footing.ts
+++ b/src/core/rebar/footing.ts
@@ -121,7 +121,8 @@ export function sideBars(L: number, W: number, H: number, f: FootingRebarSetting
   return [
     // B10-1 lowest level (z = c_b) is removed: the 하면 1단 B2·B4 take its place at the corner (승인 2026-10-26).
     { name: 'B10-1', size: 'S19', count: (levels - 1) * 2, length: L - 2 * depth2 + 2 * hook },
-    { name: 'B10-2', size: 'S19', count: levels * 2, length: W - 2 * depth1 + 2 * hook },
+    // B10-2 lowest level (z = c_b) is removed too (승인 2026-10-26): B2·B4 take its place at the corner.
+    { name: 'B10-2', size: 'S19', count: (levels - 1) * 2, length: W - 2 * depth1 + 2 * hook },
   ];
 }
 
diff --git a/src/view/footing-section-svg.ts b/src/view/footing-section-svg.ts
index d375241..3b499c9 100644
--- a/src/view/footing-section-svg.ts
+++ b/src/view/footing-section-svg.ts
@@ -102,7 +102,8 @@ export function footingSectionSvg(model: PierModel): string {
     const xSide = i === 0 ? xSideL : xSideR;
     parts.push(line('ext', 'B1', xx, xSide, y(z.B1), COLOR.b14, 1));
     parts.push(line('ext', 'B2', xx, xSide, y(z.B24), COLOR.b14, 1));
-    parts.push(vline('leg', 'B2', xSide, y(z.B1), y(z.B24), COLOR.b14));
+    // The B2 side leg (up to the B1 height at the side cover) is drawn heavier, so the corner reads as one run (승인 2026-10-26).
+    parts.push(`<line class="leg" data-bar="B2" x1="${xSide.toFixed(1)}" x2="${xSide.toFixed(1)}" y1="${y(z.B1).toFixed(1)}" y2="${y(z.B24).toFixed(1)}" stroke="${COLOR.b14}" stroke-width="1.8"/>`);
   }
 
   // B9: one purple vertical line per row along W (the rows of b9Bars).
diff --git a/src/view/rebar3d.ts b/src/view/rebar3d.ts
index c3df6e5..29b869c 100644
--- a/src/view/rebar3d.ts
+++ b/src/view/rebar3d.ts
@@ -462,7 +462,8 @@ export function buildRebar3D(m: PierModel, common: Material = DEFAULT_MATERIAL,
       for (const sg of [-1, 1]) {
         // B10-2: across W at the L faces; its ends turn inward along s.
         const sp = f.s + sg * sEdge;
-        polyline('B10-2', [[sp - sg * hookB10, zj, -nEdge], [sp, zj, -nEdge], [sp, zj, nEdge], [sp - sg * hookB10, zj, nEdge]], NOMINAL_DIAMETER.S19);
+        // The lowest B10-2 level is removed (승인 2026-10-26): the 하면 1단 B2·B4 take its place at the corner.
+        if (j > 0) polyline('B10-2', [[sp - sg * hookB10, zj, -nEdge], [sp, zj, -nEdge], [sp, zj, nEdge], [sp - sg * hookB10, zj, nEdge]], NOMINAL_DIAMETER.S19);
         // B10-1: along s at the W faces, 19.1 above B10-2; its ends turn inward along n.
         const np = sg * nEdge;
         const zb = zj + dB10;
diff --git a/tests/rebar-footing.test.ts b/tests/rebar-footing.test.ts
index 2883b27..5536899 100644
--- a/tests/rebar-footing.test.ts
+++ b/tests/rebar-footing.test.ts
@@ -51,11 +51,11 @@ describe('확대기초 철근 (확대기초철근 (1).md, plan C5)', () => {
     expect(bars.find((b) => b.name === 'B6')!.length).toBeCloseTo(11396, 0);
   });
 
-  it('B10-1 16 bars ≈ 10748 (lowest level removed), B10-2 18 bars ≈ 8494', () => {
+  it('B10-1 16 bars ≈ 10748 (lowest level removed), B10-2 16 bars ≈ 8494', () => {
     const [b101, b102] = sideBars(L, W, H);
     expect(b101.count).toBe(16);
     expect(b101.length).toBeCloseTo(10748, 0);
-    expect(b102.count).toBe(18);
+    expect(b102.count).toBe(16);
     expect(b102.length).toBeCloseTo(8494, 0);
   });
 
diff --git a/tests/rebar-summary.test.ts b/tests/rebar-summary.test.ts
index 0ac70ed..6e286c6 100644
--- a/tests/rebar-summary.test.ts
+++ b/tests/rebar-summary.test.ts
@@ -35,11 +35,11 @@ describe('③ 철근표 요약 (P1)', () => {
     expect(count('P6')).toBe(32);
   });
 
-  it('footing: B1–B4 31 each, B5–B8 40 each, B10-1 16, B10-2 18, B11 30, B12 24 (k = 8)', () => {
+  it('footing: B1–B4 31 each, B5–B8 40 each, B10-1 16, B10-2 16, B11 30, B12 24 (k = 8)', () => {
     for (const n of ['B1', 'B2', 'B3', 'B4']) expect(count(n)).toBe(31);
     for (const n of ['B5', 'B6', 'B7', 'B8']) expect(count(n)).toBe(40);
     expect(count('B10-1')).toBe(16);
-    expect(count('B10-2')).toBe(18);
+    expect(count('B10-2')).toBe(16);
     expect(count('B11')).toBe(30);
     expect(count('B12')).toBe(24);
   });
diff --git a/tests/rebar3d.test.ts b/tests/rebar3d.test.ts
index 27102c0..778128e 100644
--- a/tests/rebar3d.test.ts
+++ b/tests/rebar3d.test.ts
@@ -108,9 +108,9 @@ describe('확대기초 B9 · B10 · B11 · B12 in 3D (확대기초철근 (1).md
     expect(rb.byName.get('B9')!.length).toBe(306 * 3);
   });
 
-  it('B10-1: 16 (8 levels × 2 faces, lowest removed); B10-2: 18 (9 levels × 2 faces); B11 30, B12 24 at k = 8 — one tube per bar (bends rounded, 수정 2026-10-23)', () => {
+  it('B10-1: 16 (8 levels × 2 faces, lowest removed); B10-2: 16 (8 levels × 2 faces, lowest removed); B11 30, B12 24 at k = 8 — one tube per bar (bends rounded, 수정 2026-10-23)', () => {
     expect(rb.byName.get('B10-1')!.length).toBe(16);
-    expect(rb.byName.get('B10-2')!.length).toBe(18);
+    expect(rb.byName.get('B10-2')!.length).toBe(16);
     expect(rb.byName.get('B11')!.length).toBe(30);
     expect(rb.byName.get('B12')!.length).toBe(24);
   });