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A simply supported beam is free to rotate at its ends but the encastre boundary condition negates that. This may not be the correct representation of the simply supported beam in my understanding.
how to plot graph for maximum load to mid span deflection? using XY DATA
A simply supported beam is free to rotate at its ends but the encastre boundary condition negates that. This may not be the correct representation of the simply supported beam in my understanding.
how to plot graph for maximum load to mid span deflection? using XY DATA