IS 456:2000 CLAUSE 38 & ANNEX G
RCC Beam Design & Flexure Checker
Verify singly reinforced rectangular RCC beam capacity against limit state of collapse (flexure & shear) with real-time SVG rebar detailing.
1. Section Dimensions (mm)
410 mm
2. Materials & Reinforcement (Ast)
Total Steel Provided (Ast):603 mm² (0.59%)
Moment Capacity & DetailingUnder-Reinforced (Ductile)
Factored Moment of Resistance (Mu)
98.42 kN·m
Working Moment Capacity ≈ 65.61 kN·m
Cross-Section Detailing (b × D)
Neutral Axis Depth (xu):116.6 mm
Limiting NA Depth (xu,max):188.6 mm
Lever Arm (z = d - 0.42 xu):361.0 mm
Recommended Stirrups (Shear):2-legged 8mm @ 150mm c/c