Question Tags: question
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how to do combine pile raft soil structure interaction in SAP2000 software
Firoj and Maheshwari_Effect of CPRF on nonlinear sesimci response of an NPP structure considering raft pile soil structure interactionDear Please let me know how to assign spring for different soil layers in SAP2000 with the result.
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how to do combine pile raft soil structure interaction in SAP2000 software
Dear Please let me know how to assign spring for different soil layers in SAP2000 with the result.
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Beam to column width
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.
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ETABS v19
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… A. @ 1:19:16 Timeline you have changed the support condition from “fixed” to “fixed but”…
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Is there any way to assign point spring as compression only in Etabs?
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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PERFORMANCE BASED SEISMIC DESIGN
HOW DO WE CALCULATE RESPONSE REDUCTION FACTOR IN PERFORMANCE BASED SEISMIC DESIGN OF BUILDING.. CAN ANYBODY TELL THE PROCEDURE…
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Car parking live load on concrete floors..Including Impact and on Ramps as per ACI? ?
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 vehicle too..I. e., 2 kpa
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Beams and Girders
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?