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Does Etabs design the building with calculated eccentricity if it arrises more than 5%(default 5% in IS code) or we have to ovewrite eccentricity if greater than 5%?

Does Etabs design the building with calculated eccentricity if it arrises more than 5%(default 5% in IS code) or we have to ovewrite eccentricity if greater than 5%?

It is necessary to modify stiffness of concrete member in nonlinear analysis in sap2000 after defining plastic hinge? ? …

Thankyou sir.For my question i found the solution ashttps://files.engineering.com/getfile.aspx?folder=fc519a95-954a-4760-8cb2-f7a78199429e&file=damping_1.PNG

how to provide constant damping ratio for direct integration time history in sap2000? if possible how can we provide 1% damping ratio for progressive collapse analysis?(vertical motion)

In sap2000 after analysis, I could see analysed model of structure for linear static, non linear static, fast non linear time history analysis but could not see analysed model after non linear direct integration .what could be the possible reasons?I could see model while zooming only

How the modeling parameter a, b and c is derived for nonlinear hinge in rcc beam as per fema?

how does sap2000 calculate the yield moment and rotation while defining the non linear hinge in rcc beam ?

How to assign top and bottom reinforcement in beam for the option to be checked in sap2000?

how can we assign post yield stiffness ratio in flexural hinges of beam in sap model?

Thank you sir. and how can we assign post yield stiffness ratio in flexural hinges of beam in sap model?

what is post stiffness ratio? waht is its use?

how can we carryout nonlinear time history analysis for progressive collapse with sap2000?if possible attach one sample sap file