Dear friends,
I'm in the process of strengthening an existing slab (built 1970) (17.5 MPa cube strength), with steel beams & shear studs to achieve a composite action which will reduce the span and reduce the slab bending moment. (pls refer attachment for better clarity). Have explored all other...
Hey guys,
Iam designing a foundation system for a metal building system, The column reactions will be given by the metal building supplier in future, but to arrive at the size of foundation, I myself calculating the basic column reaction for the metal building by manual hand calculation as per...
