Physics · Design of Steel Structures
Consider the following statements regarding the basic assumptions for analyzing the lateral torsional buckling of an ideal elastic symmetric section beam: 1. The beam has no initial imperfections and its behavior is elastic. 2. It is loaded by equal and opposite end moments in the plane of the web. 3. The beam ends are simply supported vertically and laterally, and are free to warp but restrained against rotation about the longitudinal axis. Which of the above statements is/are correct?
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1 only
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