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RE: single angle members

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AISC Engineering Journal has a very good article for equal single angles
in compression (EJ Second Qrt, 1991). It has a table for diferent angle
sizes and KL values. It's a must have ref. Please email me privately if
you need more info.
 
Regards,

John Nguyen


> -----Original Message-----
> From:	Jerry King [SMTP:KINGJW(--nospam--at)sverdrup.com]
> Sent:	Wednesday, March 25, 1998 1:57 PM
> To:	seaoc(--nospam--at)seaoc.org
> Subject:	single angle members
> 
> Does anyone have advice on the use of single angles as web members in
> a truss?  How is the compressive capacity of the single angle
> determined?  If the angles are welded to the gusset plates, is there
> still a concern on eccentric loading of the angle, or is it assumed
> the angle is concentrically loaded and designed accordingly?
> 
> Any help would be appreciated.
> 
> Jerry King
> 
> 
>