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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 Geoasyon, Thanks for the reply. By discontinuity, I mean jumping along the beam axis and having to right and left values. I read somewhere that by using section cut, I'd be able to get stress at shorter intervals which makes the stress diagram smoother. But the problem is that the section...

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...