Torsion in RC T beams
Torsion in RC T beams
(OP)
Hi i have torsion in RC T-beam, If the Flange and web of t beam are not cast at the same time. Can i consider torsion on concrete to the whole t beam or i should consider concrete torsion on the pile cap or the flange only,
also can any body give and example how to calculate torsion calc for t beam.
also can any body give and example how to calculate torsion calc for t beam.






RE: Torsion in RC T beams
RE: Torsion in RC T beams
RE: Torsion in RC T beams
RE: Torsion in RC T beams
Below a certain demand threshold, you can use unreinforced concrete.
One needs to be cognizant of proportions with things like this. If the proportions that you've sketched are accurate, what you've got here is a stem wall loaded in out of plane flexure and cantilevered from a rectangular grade beam in torsion. As such, I would not include the stem in your torsion resistance model. The two pour sequencing is irrelevant in my opinion.
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: Torsion in RC T beams