Design of Beam (As per IS Code)

Beam Design as per IS 456

Length of Beam (m): Boundary Condition: Fixed Continuous Cantilever Width of Beam (mm): Depth of Beam (mm): Concrete Grade: M20 M25 M30 Steel Grade: Fe415 Fe500 Point Load (kN) at Position (m): UDL (kN/m): Diameter of Steel Bars (mm): Spacing of Steel Bars (mm):

Results

Maximum Bending Moment: kNm

Maximum Shear Force: kN

Maximum Deflection: mm

Required Steel Percentage: %