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RE: cantilevered member deflection limit

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From: Gil Brock [mailto:gil(--nospam--at)]
Sent: Tuesday, December 20, 2005 4:05 PM
To: seaint(--nospam--at)
Subject: Re: cantilevered member deflection limit




At 11:59 AM 21/12/2005, you wrote:

When you are applying a deflection limit to a cantilevered member and the limit is L/360 is the deflection limited to the cantilever/180 or cantilever/720?

Regards  Gil Brock
Prestressed Concrete Design Consultants Pty. Ltd. (ABN 84 003 163 586)
5 Cameron Street Beenleigh Qld 4207 Australia
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