What is the best way to create a one way ribbed slab in RSA to get the best results? Is it by defining the slab properties under the orthotropic (new thickness), or by modelling the topping as a panel and ...
Sorry it a private question.
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HimalBeginer
In ETABS, while using stifness modifiers(SM) we should check modal participating mass ratio in SM for service condition or SM for ultimate condition?
MukeshBeginer
Dear sir, While doing analysis of a building, I found that the mass participation is zero and time period is unusually large and the base shear is zero due to dynamic analysis so the scaling also cannot be done. It would be ...
HOW DO WE CALCULATE RESPONSE REDUCTION FACTOR IN PERFORMANCE BASED SEISMIC DESIGN OF BUILDING.. CAN ANYBODY TELL THE PROCEDURE…