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Re: cracking of concrete in post-tensioned slabs

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This question is a litle vague in its detail to give a technical response.
Is the cracking caused by flexure, restraint, poor detailing or what? All
of these could cause structuralproblems.

At 06:04 21/10/98 -0700, you wrote:
>Question: What is the expected or allowable amount of cracking for 
>	a slab before it becomes a structural problem?
>From a structural engineering viewpoint not aesthetics.
>
>
> 
Regards  Gil Brock
Prestressed Concrete Design Consultants Pty. Ltd.
5 Cameron Street Beenleigh Qld 4207 Australia
Ph +61 7 3807 8022		Fax +61 7 3807 8422
email:	gil(--nospam--at)rapt.pcdc.com.au