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RE: Allowable Deflection ??

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w=(384/5)*(EI/(240x(l^3)))
-----Original Message-----
From: ken kirkland [mailto:kenmail234(--nospam--at)yahoo.com]
Sent: Monday, December 09, 2002 6:42 PM
To: seaint(--nospam--at)seaint.org
Cc: seaint(--nospam--at)seaint.org
Subject: Allowable Deflection ??

If I have the allowable load 40psf for span = 60 inches,  how can fingure out the allowable load under l/240?

TIA 



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