I understand that the allowable bearing cacity of a shallow foundation is a function of footing width. The ultimate bearing capacity is a function of width since as per the classical bearing capacity equation,, the width of footing comes into the equation. Additionally, the settlement of the...
Hi Everybody,
I am modeling a steel girder bridge with cast-in-place concrete deck. I need to get the stress in composite sections. I used Bridge object Response Display. It seems that the stress is only available for beams not for girders (the beam forces represent the forces in the beam only...
