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renjithsarma
SEFI Member
Joined: 23 Jun 2016
Posts: 2
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 Posted: Sat Jun 25, 2016 6:52 am Post subject: ETABS 2015 Commercial building model with shear wall design |
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Check this model,
1. only static analysis is done
2. Earth quake included
3. wind load not considered
4. torsional constant modified
5. property modifiers for beam (0.35),column(0.7) are considered
6. p delta analysis not done( need clarification on scale factor for load cases, 1 or 1.2 ?)
7.shear wall and stairs included
I am a student, i would like to clarify some some doubts regarding *effective length of column calculated by ETABS,( still providing property modifiers value 1 and doing p delta is suggested by csi ).
*how p delta analysis is done in ETABS ?
*How to interpret the design data of shear walls
I hope answers with codal references...
Thank you all..
Please do share your thoughts on the model...
(Model is done with the help of online videos from youtube) |
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