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Hello everyone, I was wondering if any of you have come across the situation of having two different prestressed girder types, such as Bulb Tee(BT) and Tub girders in the same bridge cross section. If yes, are the distribution factors from AASHTO still applicable? if not what other types of...

Hello Everyone! My query is regarding the absence of Total Strain component ("E") in field output variables when we apply a displacement load via BC. I was modelling a simple cube under compression loads to check the output stress strain curves from analysed data with respect to input stress...

Is it possible to perform Moment Curvature analysis for a Prestressed Cross section in SAP2000?

For a raft modeled using thick-shell elements in SAP2000, with supports specified as area springs or Joint springs; how does one compute the base pressure? More specifically is there a direction option to get base pressure values like in STAAD.pro or do I have to calculate effective...

While performing Response spectrum Analysis in SAP2000. In addition to specifying the Modal damping ratio and Function damping ratio, is it required to define material damping? (in material properties) The relevant link from SAP-CSI knowledge base is below...