For Curve Segment Cable Stayed bridge. What is the design criteria for max. twisting moment to find manually as per IRC or lrfd or any other standard. or a any equation related to find twisting moment.
But Medam, which IRC Code. In IRC SP 105.. There is a little information on about it. In which clause no it is described. I am doing dissertation work on the curved deck, cable stayed bridge. The Midas civil software gave a torsion value. But, max. Or allowable criteria of twisting moment not described in IRC and aashto lrfd