Nabin Kumar Ijam | Civil & Hydropower Engineer

CORBEL DESIGN

Concrete grade, \(f_{ck}\) (N/mm²):

Steel grade, \(f_y\) (N/mm²):

Effective cover, \(c\) (mm):

Distance from column, \(a\) (mm):

Load at corbel, \(V\) (kN):

Depth of corbel, \(d\) (mm):

Overall depth, \(D\) (mm):

Column width, \(b\) (mm):

Diameter of tension reinforcement, \(φ_t\) (mm):

Diameter of compression reinforcement, \(φ_c\) (mm):

a = 0mm

V = 0kN

d = 0mm

D = 0mm

DESIGN OF MAIN REINFORCEMENT

Compressive force, \(F_c\): 0.00 kN

Tensile force, \(F_t\): 0.00 kN

Area of tensile reinforcement (\(A_{st}\)): 0.00 mm²

Number of tensile reinforcement (\(n_t\)): 0

Area of compression reinforcement (\(A_{sc}\)): 0.00 mm²

Number of compression reinforcement (\(n_c\)): 0

CHECK FOR SHEAR CAPACITY

Shear capacity of corbel: 0.00 kN

Check for Shear capacity of corbel: -