Roger C. Davis
SDS Architects, Inc.
From: Michael Zaitz [mailto:mzaitz(--nospam--at)hgbd.com]
Sent: Thursday, January 11, 2001 12:16 PM
Subject: Re: Bar Joists
Roger and Charles
Thanks for the help. Last question, what if the span is 13'-0"?
Roger Davis wrote:
> According to a 1930 Steel Joist Institute table, a SJ102 could carry 214
> at 14'-0". The maximum end reaction was 1900 # and the resisting moment
> 63000 inch-pounds.
> Roger C. Davis
> SDS Architects, Inc.