Return to index: [Subject] [Thread] [Date] [Author]

RE: Bar Joists

[Subject Prev][Subject Next][Thread Prev][Thread Next]
248 plf
Roger C. Davis
Architect
SDS Architects, Inc.


-----Original Message-----
From:	Michael Zaitz [mailto:mzaitz(--nospam--at)hgbd.com]
Sent:	Thursday, January 11, 2001 12:16 PM
To:	seaint(--nospam--at)seaint.org
Subject:	Re: Bar Joists

Roger and Charles

Thanks for the help.  Last question, what if the span is 13'-0"?

Mike

Roger Davis wrote:

> According to a 1930 Steel Joist Institute table, a SJ102 could carry 214
plf
> at 14'-0".  The maximum end reaction was 1900 # and the resisting moment
was
> 63000 inch-pounds.
>
> Roger C. Davis
> Architect
> SDS Architects, Inc.
>