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RE: Macomber joists

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				M (k-in)  V	(#)   w (plf)

#1322A    L= 40'		1062.6    9500    442

#520A      L= 24'-6"	329.3	    5100  

#1122A     L=40'		859.0	    7800    357

#310A      L=15'-6"'	111.7	    2400

#210         L=15'-6"	 84.7     2000

#314A      L=15'-6"	160.1	    3100

Note that I assumed that the #210 was meant to be a #210A - I don't have
any record of a #210 joist for the years before 1964.

Hope that helps
-Brian


-----Original Message-----
From: Drew Morris [mailto:dmorris(--nospam--at)bbfm.com] 
Sent: Tuesday, January 25, 2005 7:26 PM
To: SEAINT
Subject: Macomber joists

I need the allowable loads,moments,shear for the following Macomber
joists for a building constructed in 1964:

#1322A    L= 40'

#520A      L= 24'-6"

#1122A     L=40'

#310A      L=15'-6"'

#210         L=15'-6"

#314A      L=15'-6"

TIA

Drew Morris
BBFM Engineers



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