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RE: Staad loading

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Sounds right...  confirm the units by scrolling up the output list to the most recent line stating "UNIT KIPS FEET".  If it says otherwise, well....
DT

John Whitty <jwhitty(--nospam--at)itac-net.com> wrote:
Joe,
 
It appears from what youâ??ve listed below that your colleague has specified a uniform load of -.08 kip/ft (.040 ksf X 2 ft) on member #3 in the global Y direction (negative)â?¦looks like you have 40 psf loading on a trib of 2â??â?¦
 
Hope this helps.
 
Regards,
 
 
John T. Whitty, P.E.
 

From: Joe Grill [mailto:jgrill(--nospam--at)swiaz.com]
Sent: Tuesday, May 23, 2006 2:13 PM
To: 'seaint'
Subject: Staad loading
 
A quick question for you staad fans, and probably a very easy one at that.
 
An engineer in one of our other offices is out on vacation.  He uses staad, where I donâ??t.  Anyway, a client of his has a question on some work he did, which I only have to verify the loading on the bottom chord of a truss.  The truss is a light pre-manufactured wood roof truss over a garage with an attic space.  The truss is going to be altered slightly and are at 24â?? spacing.  The client wishes to confirm that a 40psf load was used for the lower chord of the trusses.
 
I got the file from their office which included the staad output.  He used a load at the bottom chord as follows:
 
43. LOAD 3 FLOOR LIVE LOAD
44. MEMBER LOAD
45 3 UNI GY -.08
 
Iâ??m assuming that this is a 40 psf live load at 2â?? centers which is 80 plf or .08 klf.  Iâ??m pretty sure that is right, but just checking.
 
Thanks,
Joseph R. Grill, PE
 
 
 


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