A prismatic, straight, elastic, cantilever beam is subjected to a linearly distributed transverse load as shown below. If the beam length is L,Young's modulus E and area moment of inertia I, the magnitude of the maximum deflection is
A
qL410EI
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B
qL460EI
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C
qL415EI
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D
qL430EI
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Solution
The correct option is DqL430EI
By using moment area IInd theorem YB−YA=A¯¯¯¯¯XofMEI diagram between B and A Ymax−0=(14)(qL26EI)(L)(4L5) Ymax=qL430EI(↓)