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Posted: Mon Oct 08, 2018 1:03 pm Post subject: Modelling od prestressed bams in ETABS
I'm modelling a building which contains some prestressed/post tensioned beams and slabs but at the time of modelling i'm modelling them as normal beams and slabs.
I'm Wondering that if my analysis results will be correct it not then what is the way to deal with such structures and can we model structures PT beams and Slabs in ETABS
Kindly Help me out here
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