AoA SIr. sir in etabs we often face a problem that in column steel required in uper stories is more then than in lower stories, but in common practice the load t=on the column of lower stories is more than the ...
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Good day, what is the difference between sway intermediate, sway special, sway ordinary and nonsway in etabs frame type?
Please explain.
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?
As-Salaam Aleikum to all. My question is. If we modeling ribbed slab in the beam-column frame system in etabs. then what stiffness modifier factor for ribbed slab for getting design results…?
Farru031Beginer
Sir..Is any one aware about the strong reference in ACI showing that live load mentioned in codes is including the impact loads ...
HOW DO WE CALCULATE RESPONSE REDUCTION FACTOR IN PERFORMANCE BASED SEISMIC DESIGN OF BUILDING.. CAN ANYBODY TELL THE PROCEDURE…