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…?
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[email protected]Beginer
Dear Sir To apply wind load (Temporary area) we have an option in Sap2000 Draw Poly Area command We have an option in Etabs Auto Draw Cladding command Is there any option in Staad Pro.
What are checks we have to do while designing a High rise Building
PRAVEENBeginer
can we find Response reduction factor using Time history non linear analysis. if then what is the procedure.
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?
Mzee ByalufuBeginer
Hi, Titus is my name. I plan to start construction of apartments in an area where the water table is just 0.5m from ground level. How should I make my foundation water proof since its the main part of a building? Any references ...Read more
Sorry it a private question.
What is the reinforcement output of ETABs? is it minimum or it is based on the Code provided in the modelling? Why i always get 1% reinforcement in columns while i design.
What is the practical process of eliminating BCC & JS failure? How to increase column capacity than the capacity of the beam. ?