Per the SJI's 50-Year Digest (1971 Load Tables):
TL = 373 plf
LL = 332 plf (LL deflection = 1/360 of span)
M = 526,000 in-lbs
R = 5,600 lbs (max end reaction)
Weight = 10.7 plf
Note that load values are listed above the "blue line" which states that loads are governed by shear.
HTH,
Charlie canitz
Annapolis, MD
-----Original Message-----
From: Jared Keyser <jkeyser@lcmf.com>
To: Seaint@seaint.org <Seaint@seaint.org>
Sent: Fri, 30 May 2008 9:34 pm
Subject: 22H7 Joists
Can anyone provide me with the SJI table capacity for a 22H7 joist spanning 30 feet. TIA, Jared ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad@seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********