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RE: 22H7 joist capacity needed

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22H7 ( SJI 1961, 1971 & 1974):

 

Resisting Moment – 526,000 inch- pounds

Max End Reaction – 5600 pounds

Allowable safe uniform load – 271 PLF (36’-0” span)

 

 

D. Matthew Stuart, P.E., S.E., P.Eng.

Senior Project Manager

Schoor DePalma Engineers and Consultants

200 State Highway Nine

Manalapan, NJ 07726

732-577-9000 (Ext. 1275)

732 -431-9428 (Fax)

mstuart(--nospam--at)schoordepalma.com

 

-----Original Message-----
From: Ken Peoples [mailto:kspeoples(--nospam--at)lvta.net]
Sent: Tuesday, February 18, 2003 1:46 PM
To: Seaint
Subject: 22H7 joist capacity needed

 

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