slickdeals
Structural
Folks,
Does anyone have a good worked example or reference that goes through the design/calculation of stirrups/channels for enhancing punching shear capacities?
Stud rails are a premium in India and I am exploring increase in tonnage of reinforcing in lieu of using rails.
Does anyone have a good worked example or reference that goes through the design/calculation of stirrups/channels for enhancing punching shear capacities?
Stud rails are a premium in India and I am exploring increase in tonnage of reinforcing in lieu of using rails.