Modeling sloped flexible diaphragm in etabs
Modeling sloped flexible diaphragm in etabs
(OP)
Hi all,
I was wondering if it is possible to model a sloped flexible diaphragm in etabs. I could not find a solution for this modeling problem. Any suggestions would be highly appreciated.
The reason being I am modeling an overly complicated single story building (thanks to the ARCHT) with dual LFRS. I though it would be easier to atleast get a start via etabs but the roof is sloping and i cannot have it modeled.
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I was wondering if it is possible to model a sloped flexible diaphragm in etabs. I could not find a solution for this modeling problem. Any suggestions would be highly appreciated.
The reason being I am modeling an overly complicated single story building (thanks to the ARCHT) with dual LFRS. I though it would be easier to atleast get a start via etabs but the roof is sloping and i cannot have it modeled.
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RE: Modeling sloped flexible diaphragm in etabs
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...