diff --git a/src/core/rebar/footing.ts b/src/core/rebar/footing.ts
index 698ed08..d09eabb 100644
--- a/src/core/rebar/footing.ts
+++ b/src/core/rebar/footing.ts
@@ -119,7 +119,8 @@ export function sideBars(L: number, W: number, H: number, f: FootingRebarSetting
   const levels = b10Levels(H, f);
   const hook = hookLength('main90', d('S19'));
   return [
-    { name: 'B10-1', size: 'S19', count: levels * 2, length: L - 2 * depth2 + 2 * hook },
+    // 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 },
   ];
 }
diff --git a/src/view/footing-section-svg.ts b/src/view/footing-section-svg.ts
index 1bc772e..6648008 100644
--- a/src/view/footing-section-svg.ts
+++ b/src/view/footing-section-svg.ts
@@ -109,10 +109,11 @@ export function footingSectionSvg(model: PierModel): string {
   const b9 = b9Bars(L, W, [], 2000, fs);
   for (const n of [...new Set(b9.bars.map((b) => b.n))]) parts.push(vline('b9', 'B9', x(n), y(z.B24), y(z.B5), COLOR.b9));
 
-  // B10-1: green points at both W faces, one per level (9 levels), at the side depth of the table.
+  // B10-1: green points at both W faces, one per level above the lowest (8 of 9 levels), at the side depth of the table.
   const levels = b10Levels(H, fs);
   const dB1 = sideDepth(NOMINAL_DIAMETER.S29, NOMINAL_DIAMETER.S19, fs);
-  for (let j = 0; j < levels; j++) {
+  // The lowest level is removed (승인 2026-10-26): the 하면 1단 B2·B4 take its place at the corner.
+  for (let j = 1; j < levels; j++) {
     const zj = fs.cBottom + j * fs.sV;
     parts.push(dot('b10', 'B10-1', x(-W / 2 + dB1), y(zj), COLOR.b10, 2.2));
     parts.push(dot('b10', 'B10-1', x(W / 2 - dB1), y(zj), COLOR.b10, 2.2));
diff --git a/src/view/rebar3d.ts b/src/view/rebar3d.ts
index 58bfb5c..c3df6e5 100644
--- a/src/view/rebar3d.ts
+++ b/src/view/rebar3d.ts
@@ -466,7 +466,8 @@ export function buildRebar3D(m: PierModel, common: Material = DEFAULT_MATERIAL,
         // 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;
-        polyline('B10-1', [[f.s - sEdge, zb, np - sg * hookB10], [f.s - sEdge, zb, np], [f.s + sEdge, zb, np], [f.s + sEdge, zb, np - sg * hookB10]], NOMINAL_DIAMETER.S19);
+        // The lowest B10-1 level is removed (승인 2026-10-26): the 하면 1단 B2·B4 take its place at the corner.
+        if (j > 0) polyline('B10-1', [[f.s - sEdge, zb, np - sg * hookB10], [f.s - sEdge, zb, np], [f.s + sEdge, zb, np], [f.s + sEdge, zb, np - sg * hookB10]], NOMINAL_DIAMETER.S19);
       }
     }
     // B11 (across W, spread along L) and B12 (along L, spread across W) at the assembly levels, 4s apart, 2s stagger per level.
diff --git a/tests/rebar-footing.test.ts b/tests/rebar-footing.test.ts
index 29e4dfb..2883b27 100644
--- a/tests/rebar-footing.test.ts
+++ b/tests/rebar-footing.test.ts
@@ -51,9 +51,9 @@ describe('확대기초 철근 (확대기초철근 (1).md, plan C5)', () => {
     expect(bars.find((b) => b.name === 'B6')!.length).toBeCloseTo(11396, 0);
   });
 
-  it('B10-1 18 bars ≈ 10748, B10-2 18 bars ≈ 8494', () => {
+  it('B10-1 16 bars ≈ 10748 (lowest level removed), B10-2 18 bars ≈ 8494', () => {
     const [b101, b102] = sideBars(L, W, H);
-    expect(b101.count).toBe(18);
+    expect(b101.count).toBe(16);
     expect(b101.length).toBeCloseTo(10748, 0);
     expect(b102.count).toBe(18);
     expect(b102.length).toBeCloseTo(8494, 0);
diff --git a/tests/rebar-summary.test.ts b/tests/rebar-summary.test.ts
index b8915ab..0ac70ed 100644
--- a/tests/rebar-summary.test.ts
+++ b/tests/rebar-summary.test.ts
@@ -35,10 +35,10 @@ describe('③ 철근표 요약 (P1)', () => {
     expect(count('P6')).toBe(32);
   });
 
-  it('footing: B1–B4 31 each, B5–B8 40 each, B10-1 18, B10-2 18, B11 30, B12 24 (k = 8)', () => {
+  it('footing: B1–B4 31 each, B5–B8 40 each, B10-1 16, B10-2 18, 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(18);
+    expect(count('B10-1')).toBe(16);
     expect(count('B10-2')).toBe(18);
     expect(count('B11')).toBe(30);
     expect(count('B12')).toBe(24);
diff --git a/tests/rebar3d.test.ts b/tests/rebar3d.test.ts
index d0d70e6..27102c0 100644
--- a/tests/rebar3d.test.ts
+++ b/tests/rebar3d.test.ts
@@ -108,8 +108,8 @@ describe('확대기초 B9 · B10 · B11 · B12 in 3D (확대기초철근 (1).md
     expect(rb.byName.get('B9')!.length).toBe(306 * 3);
   });
 
-  it('B10-1 / B10-2: 18 each (9 levels × 2 faces); 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(18);
+  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)', () => {
+    expect(rb.byName.get('B10-1')!.length).toBe(16);
     expect(rb.byName.get('B10-2')!.length).toBe(18);
     expect(rb.byName.get('B11')!.length).toBe(30);
     expect(rb.byName.get('B12')!.length).toBe(24);