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RE: 22H7 joist capacity needed

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271 plf total safe load and 160 plf live load at l/360 deflection

Roger C. Davis
Architect
SDS Architects, Inc.

-----Original Message-----
From:	Ken Peoples [SMTP:kspeoples(--nospam--at)lvta.net]
Sent:	Tuesday, February 18, 2003 12:46 PM
To:	Seaint
Subject:	22H7 joist capacity needed

 << File: ATT00004.htm >> I have an easy one for the group.  I need to know 
the capacity of 22H7 joists from around 1980 or so for a 36' span.  I 
understand that this information is in the 60 year manual published by SJI 
- which I will order today - but by the time it gets here, the 5' drift of 
snow above my head might be saturated with rain.

Thanks in advance.

Ken

Kenneth S. Peoples, P. E.
Lehigh Valley Technical Associates, Inc.
1584 Weaversville Road
Northampton, PA 18067-9039
Phone: (610) 262-6345
Fax: (610) 262-8188
e-mail: kpeoples(--nospam--at)lvta.net



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