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I think the value of critical lateral torsional buckling is for ends which are restrained against warping. what will be the support definition in ANSYS in case there is no warping restraint at ends?
Hello Mrunal, Well, the used method here is shape function approximation. For the shape function of the beam in post-buckling, a mathematical theoretical solution might be the best option. However, that would be sophisticated mathematical equations.
Can you please explain how we can optimize the longitudinal reinforcement for continuous beam section ?also the stirrups near to support and in the middle of the span according to Erocode
Hello Ahmed, I still need to record another video for you. It was a busy week recently. I will try to record these videos ASAP. The following week is the last of the school; after that, I have more time to record these. Thank you for your support. :)
Can you explain how to design details of construction joint between 2 slabs near to support? How the shear force for new slab can affect on reinforcement as well
