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I have two doubts, viz 1. Why the railway load is converted into simple UDL and no dynamic effect is not considered 2. Racking analysis is not shown in detail as mentioned in initial slide.
Please i need files you use could u?
I have two doubts, viz 1. Why the railway load is converted into simple UDL and no dynamic effect is not considered 2. Racking analysis is not shown in detail as mentioned in initial slide.
Please i need files you use could u?