Punching Shear Calculator
Column Type
in
in
in
in
psi
kips
kip-ft
Demand/Capacity Ratio0.477
Critical Perimeter bo130.0 in
Nominal Shear Stress vc253.0 psi
Design Capacity φVc209.7 kips
Factored Demand Vu100.0 kips
ADEQUATE — Punching shear capacity is sufficient