I-beams torsion and warping
I-beams torsion and warping
(OP)
Hi,
I'm working with BS5950 and I'm not clear about how to design against warping and torsion! Details are given about lateral torsional buckling but nothing resembling Vlassov or St Venants torsion seems to be taken into account.
An tips on where the formulas are for determining that torsion and warping will not occur?
All the best
Joey
I'm working with BS5950 and I'm not clear about how to design against warping and torsion! Details are given about lateral torsional buckling but nothing resembling Vlassov or St Venants torsion seems to be taken into account.
An tips on where the formulas are for determining that torsion and warping will not occur?
All the best
Joey






RE: I-beams torsion and warping
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RE: I-beams torsion and warping
RE: I-beams torsion and warping
RE: I-beams torsion and warping
RE: I-beams torsion and warping