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Soft Story Design Procedure in ETABS

 
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Rifat Bin Ahmed
SEFI Member
SEFI Member


Joined: 20 Jul 2019
Posts: 8

PostPosted: Thu Feb 13, 2020 6:04 pm    Post subject: Soft Story Design Procedure in ETABS Reply with quote

Dear SEFIans,



Which is the correct design procedure for soft story frame (beam+column) design:


1.Scale up the Earthquake force 2.5 times in Load case data section.Then normally design by earthquake combination.Which is scale up the base shear correctly,I checked before.


2.Increase 2.5 times in Earthquake combination data,then design soft story frame.


I don't know which procedure is correct.Anyone please guide me.


Thanks in advance

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