Hello, Can the width of my beam be greater than the width of my column? Why do we usually opt for either same beam same column width or greater column width in design? Thanks.
Sorry it a private question.
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Sorry it a private question.
azmatwaseemBeginer
Dear Brother, In the video named “Learn Complete Building Design & Detailing in less than 2Hours | Etabs v19 | IS Code | ACI Code” Posed on 18-11-2020 on your youtube channel. I have following three questions, plz reply me…
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.
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 ...
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?