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Re: PRECAST/PRESTRESSED BEAMS

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To ensure that the stresses under all serviceability conditions are keep within the code limits without having to add extra untensioned reinforcement. Stresses at transfer and long term need to be checked and also for transport, erection conditions.


At 06:18 AM 25/03/2005, you wrote:
Can someone give me a lesson on debonding of prestressing strands in this
type of construction?  What is the purpose?  Is it always necessary?  How
might the length be determined? Anything else?
Thanks-

Candi Anderson, P.E.



Regards  Gil Brock
Prestressed Concrete Design Consultants Pty. Ltd. (ABN 84 003 163 586)
5 Cameron Street Beenleigh Qld 4207 Australia
Ph +61 7 3807 8022              Fax +61 7 3807 8422
email:          gil(--nospam--at)raptsoftware.com
email:          sales(--nospam--at)raptsoftware.com
email:          support(--nospam--at)raptsoftware.com
webpage:        http://www.raptsoftware.com



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