I have seen your pile cap design video in etabs. In Safe there is an option compression only when we assign point spring. i have not seen anything like this in etabs.
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HOW DO WE CALCULATE RESPONSE REDUCTION FACTOR IN PERFORMANCE BASED SEISMIC DESIGN OF BUILDING.. CAN ANYBODY TELL THE PROCEDURE…
Farru031Beginer
Sir..Is any one aware about the strong reference in ACI showing that live load mentioned in codes is including the impact loads of car ...
What to do when the area of steel for top and bot bars provided at joint in continuous spans is not the same. Do you all consider the larger area of steel at support?