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mayank016 SEFI Member


Joined: 05 Sep 2018 Posts: 5
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Posted: Mon Oct 08, 2018 1:03 pm Post subject: Modelling od prestressed bams in ETABS |
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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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mayank016 SEFI Member


Joined: 05 Sep 2018 Posts: 5
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Posted: Thu Nov 15, 2018 1:48 pm Post subject: Modelling od prestressed bams in ETABS |
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IT IS REALLY DISHEARTENING THAT EVEN AFTER SO MANY VIEWS NOBODY HAS CLEARED MY DOUBT.
KINDLY SHARE YOUR VALUABLE INSIGHTS ON THIS MATTER |
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