EK594
Intermediate transverse stiffeners are provided to prevent out of plane buckling of web at the location of the stiffeners due to the combined effect of bending moment and shear force.
EK205
The procedure for checking the shear resistance of a concrete beam involves first verifying that the concrete has sufficient capacity at the face of the support. Reinforcement design is based […]
EK185
When the precast unit is designed with the entire load acting directly on it, the vertical shear in the joints need not be considered as there will be zero shear […]