Double Angles in Bending - Whats the allowable stress?
Double Angles in Bending - Whats the allowable stress?
(OP)
I have a pair of double angles subject to bending moment.
The angles are 10'-6" long and are seperated by 5/8". The angles are fully unbraced. They are subject to moment about their X-X axis.
The angles are 6" x 6" x 5/8" angles.
Can someone guide me to a reference that will help me to calculate the allowable bending stress in these angles?
The angles are 10'-6" long and are seperated by 5/8". The angles are fully unbraced. They are subject to moment about their X-X axis.
The angles are 6" x 6" x 5/8" angles.
Can someone guide me to a reference that will help me to calculate the allowable bending stress in these angles?






RE: Double Angles in Bending - Whats the allowable stress?
RE: Double Angles in Bending - Whats the allowable stress?
RE: Double Angles in Bending - Whats the allowable stress?
if the angles are unbraced, is the moment introduced (and reacted) at the ends ?
i would suspect that mid-span the angles would be bending about their principal axes, but the ends Could be restrained to bend about the x-x axis, creating another load to be considered at the interface.
RE: Double Angles in Bending - Whats the allowable stress?
RE: Double Angles in Bending - Whats the allowable stress?
RE: Double Angles in Bending - Whats the allowable stress?
Can you reference me to a text that references allowable stress instead of a LRFD method?
RE: Double Angles in Bending - Whats the allowable stress?
BA
RE: Double Angles in Bending - Whats the allowable stress?
RE: Double Angles in Bending - Whats the allowable stress?