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Dear all,
After I have ran analysis in Staadpro, which axis's value should I refer for axial load, shear force and bending moment for purpose of manual design?
1.For restrained and unrestrained beam, which axis should be refer for shear force and bending moment?
2.For column, which axis should be refer for axial load, shear force and bending moment?
3.For truss member, how can I determine the internal forces from Staadpro in order to do manual design for tension and compression member?
Please refer to the attachment if needed.
I really appreciate for your help. Thank you.