Is it possible design post-tensioned concrete slabs for buidlings with scia engineer?
Thanks in advance
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Post-tensioned concrete slabs
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Post-tensioned concrete slabs
by jramon » 08 Feb Mon, 2010 9:59 pm
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Re: Post-tensioned concrete slabs
by atee » 22 Feb Mon, 2010 11:26 am
You have to input the tendons using Direct input/source geometry.
Pre stressing will be defined as a separate load case.
You will require the prestressing module for it.
Pre stressing will be defined as a separate load case.
You will require the prestressing module for it.
- atee
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- Joined: 19 Jan Mon, 2009 7:59 pm
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