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...
@ oengineer, that's very helpful, instead of taking the column reactions from standard tables, could you please share any literature or worked example which explains how to apply the wind loads calculated from envelope method as per ASCE 7-10 on transverse and longitudinal frames on metal...
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...
