Nabin Kumar Ijam | Civil & Hydropower Engineer

Grade of Concrete (\(f_{cu}\) in MPa):

Grade of Steel (\(f_y\) in MPa):

Width of Beam (\(b\) in mm):

Overall Depth of Beam (\(d\) in mm):

Effective cover of beam (\(c\) in mm):

Diameter of main Reinforcement (\(\phi_m\) in mm):

Diameter of Shear Reinforcement (\(\phi_s\) in mm):

Number of legs of shear reinforcement (\(n_l\)):

Factored Bending Moment (\(M_u\) in kNm):

Factored Shear Force (\(V_u\) in kN):

(Assumed redistribution coefficient is less than 10%)

1. MAIN REINFORCEMENT

Section Type:

Moment of resistance (\(M_{ulim}\)): kN.m

Area of Steel Required (\(A_{st}\)): mm²

Number of Tensile steel(\(n_s\)):

Area of Compression Steel (\(A_{sc}\)): mm²

Number of Compression steel(\(n_c\)):

2. SHEAR REINFORCEMENT

Shear stress (\(v\)): N/mm²

Shear strength (\(v_c\)): N/mm²

Calculated spacing of Shear Reinforcement: mm

Actual spacing of Shear Reinforcement: mm