for the beam shown, using moment area method, i) find P such that deflection at D is equal to zero

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for the beam shown, using moment area method, i) find P such that deflection at D is equal to zero

for the beam shown, using moment area method, i) find P such that deflection at D is equal to zero, and ii) find the maximum deflections and locations in spans BC and DE. El is constant.

Note: think about how you would solve this problem with double integration.

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for the beam shown, using moment area method, i) find P such that deflection at D is equal to zero

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