Torsion in steel beam for a Pipe T post
Torsion in steel beam for a Pipe T post
(OP)
Hi,
The picture given below is a t post with load of 5 kn.
If no stiffeners are not provided in the beam, then the load is transferred from the beam to column as torsion.
I dont want to design for torsion, is there any other way i could check the beam capacity.
[img ]
The picture given below is a t post with load of 5 kn.
If no stiffeners are not provided in the beam, then the load is transferred from the beam to column as torsion.
I dont want to design for torsion, is there any other way i could check the beam capacity.
[img ]






RE: Torsion in steel beam for a Pipe T post
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.