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someone please help
not sure were to start.
use the method of area-moments to derive an expression for the mid-span deflection of a simply-supported beam with the following properties:
Span= L : second moment of area of section= I : modulus of elasticitiy= E which has a total UDL along its length= W
not sure were to start.
use the method of area-moments to derive an expression for the mid-span deflection of a simply-supported beam with the following properties:
Span= L : second moment of area of section= I : modulus of elasticitiy= E which has a total UDL along its length= W