Nabin Kumar Ijam | Civil & Hydropower Engineer

BEAM DESIGN AS PER ACI 318M-08

INPUTS

Characteristic Strength of Concrete (\(f_{c'}\) in MPa):

Characteristic Strength of Steel (\(f_y\) in MPa):

Characteristic Strength of shear Steel (\(f_{yt}\) 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):

Number of layer of tension reinforcement (\(n_t\)):

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):

1. MAIN REINFORCEMENT

Nominal moment of resistance (\(R_{n}\)):

Nominal moment of resistance (\(R_{nt}\)):

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

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

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

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

Beam Type:

2. SHEAR REINFORCEMENT

Spacing of shear reinforcement (\(s\)):

Requirement of shear reinforcement:

Area of Shear reinforcement (\(A_{sv}\)):