Question: Derive the differential equation governing the lateral torsional buckling behavior of a simply supported I-beam subjected to unequal end moments as shown in Fig.

Derive the differential equation governing the lateral torsional buckling behavior of a simply supported I-beam subjected to unequal end moments as shown in Fig. P5.1. M BM
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Sol RA PAT RB RA EI dy RB2 EI A 28 dn M B 1 x ... View full answer
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