Hi all,
I'm fairly new to the Abaqus program so go easy on me. The issue is, I'm getting the same failure load in a simply supported beam (4 point bending) even if I reduce the spacing of stirrups. From stress contours I can observe that any steel rebars are not yielding indicating there's no...
Does anyone have the derivation procedure for deflection formula of a clamped-clamped beam as shown in attached figure. https://files.engineering.com/getfile.aspx?folder=2a0efc53-5bc0-43ca-89db-6b304f45f1a9&file=Screenshot_20200506-232710.jpg
Hi,
Does anyone know a code or a guide to calculate deflection of an externally FRP strengthened RC beam. More specifically shear strengthened by FRP u socket or wrapping. Looking around everywhere but having no luck. Anything close to this subject is OK so I can study them.
Hi,
I have solved horizontally curved, out of plane loaded fixed beam for BM and torsional moments using Castigliano's method. But can't get proper results for a pinned beam. If anyone can provide a worked example or anything that can help its very much appreciated.
