Thank you very much for the prompt response.
I am currently following your advice and looking through previous threads. Most of these threads are focusing on checking the beam for lateral torsional buckling etc and these are calculations I have performed. The design codes I am familiar with...
I was wondering if anybody had any experience with the design of overhead traveling monorail cranes, with the crane trolley loading the bottom flange of the crane beam? I am looking for some deflection limits for the tips of the bottom flange, and how to calculate stress allowances on the...