h30190/hjplus_taiwan_architect_kb/concrete-beam-design

Concrete Beam Design

Overview

Design requirements for reinforced concrete beams in Taiwan, limited to items directly verified against the uploaded PDF in this pass. This skill preserves the minimum beam-depth table, T-beam effective flange-width limits, and the verified clause references for beam reinforcement and detailing. For fundamental cover and splice concepts, see concrete-general-requirements.

Section 1: Beam Geometry and Effective Depth

1.1 Key Dimensions

┌─────────────────────────── b ───────────────────────────┐
│  ┌───────────────────────────────────────────────────┐  │
│  │  ← C → ┌─────────┐ stirrup ← sbar → ┌─────────┐  │  │
│  │         │ main bar│                  │ main bar│  │  │
│  │         └────┬────┘                  └────┬────┘  │  │
│  │              │← d (effective depth) ────→ ┤       │  │ h (total depth)
│  │              ↓                            ↓       │  │
│  │  ─────────────────────────────────────────────── │  │
│  └───────────────────────────────────────────────────┘  │
└─────────────────────────────────────────────────────────┘

• h = total beam depth (全深度)
• d = h − C − d_stirrup − d_main/2 (effective depth to main bar centroid)
• b = beam web width (梁寬)
• C = concrete cover (to stirrup face) — see concrete-general-requirements

1.2 Minimum Beam Depth (Non-Seismic, Simply Supported)

These are deflection-control minimums. Seismic design may govern a larger section.

Source: 9.3.1.1, Table 9.3.1.1.

Section 2: Reinforcement Limits and Detailing Clauses

The following beam clauses are relevant, but their full numerical expressions were not transcribed clause-by-clause in this pass:

If a numeric beam check depends on one of these clauses, the AI should resolve it from the PDF before issuing a pass/fail result.

Section 3: Beam Detailing Notes

Beam bar spacing, bundling, and related detailing must be checked against Chapter 25.2 and Chapter 9.7. This skill does not preserve unverified spacing formulas or example widths.

Section 4: Shear Reinforcement (Stirrups)

4.1 Stirrup Spacing

Beam stirrup spacing and seismic hinge-zone detailing must be checked directly from Chapter 9.7 and Chapter 18 when applicable. This skill intentionally avoids restating unverified spacing limits.

4.2 Minimum Shear Reinforcement

$$A_{v,min} = \max\left(\frac{0.062\sqrt{f'_c}}{f_{yt}} b_w s,\ \frac{0.35}{f_{yt}} b_w s\right)$$

This formula is taken from the PDF-backed beam clause for minimum shear reinforcement. Member-specific exceptions and exemptions must still be checked directly against the chapter text.

Source: 9.6.3.4, Table 9.6.3.4.

Section 5: T-Beam Effective Flange Width

When a beam is cast monolithically with a slab, it acts as a T-beam in positive moment regions. Effective flange width (bf) is the beam web width plus the effective overhang from the slab.

Where h is slab thickness, sw is adjacent web clear spacing, and ln is clear span.

Source: 6.3.2.1, Table 6.3.2.1.

Section 6: AI Design Check Table — Beam

Section 7: MCP Tool Examples

# Search for beam flexural reinforcement limits
taiwan-building-code_search_building_code(query="梁 最小鋼筋量 ρmin 彎矩", limit=10)
# Search for stirrup spacing requirements
taiwan-building-code_search_building_code(query="梁 箍筋間距 剪力鋼筋", limit=10)
# Search for seismic beam requirements
taiwan-building-code_search_building_code(query="特殊抗彎矩構架 梁 耐震", limit=10)
# Official interpretations
taiwan-building-code_search_building_interpretations(query="梁 鋼筋 最小量 計算")

Additional Resources

• General requirements (cover, development length, splice): concrete-general-requirements
• Column design: concrete-column-design