Warping constant for RHS sections
Warping constant for RHS sections
(OP)
Hi,
Could you please let me know, how to calculate the "Warping constant" for RHS sections?
Regards,
Mugundan
Could you please let me know, how to calculate the "Warping constant" for RHS sections?
Regards,
Mugundan






RE: Warping constant for RHS sections
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.
RE: Warping constant for RHS sections
RE: Warping constant for RHS sections
Thanks for your reply.
I understand that the RHS do not warp and we can ignore the torsion due to warping. In such case, it would be enough to consider only the St.Venant torsion for RHS.
Also is it necessary to verify the combined bending and torsion too?
Thanks.
RE: Warping constant for RHS sections
Only the combined shear stress that results from torsion + flexural shear.
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.
RE: Warping constant for RHS sections
RE: Warping constant for RHS sections
RE: Warping constant for RHS sections
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.
RE: Warping constant for RHS sections
RE: Warping constant for RHS sections