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Re: single angle members

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I would assume an eccentric loading if the resutant does not pass through
the appropriate point.

I prefer channels.

Watch out for points where moisture can not get away if it is outside.  Once
had to demolish a 120 foot truss 180 feet in air that had solid rust bottom

At 15:56 25/03/98 -0600, you wrote:
>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