Post Tension Deep Beam[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: Post Tension Deep Beam
- From: "Wael Shabana" <waelshabana(--nospam--at)yahoo.com>
- Date: Wed, 10 Jan 2001 23:53:15 +0200
Does any one know any published material on the web related to the PT Deep Beam Design.
I am looking for material that explains any special consideration for the PT when used for Deep Beams if any. The deep beam will be working as cantilever extending in some parts of the buidling for about 22'.
Wael Shabana, PE
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