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For the cantilever beam shown in the figure find the deflection at free end by Moment Area Method

Subject : Structural Analysis 1

Topic : Deflection of beam

Difficulty : High

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1 Answer
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MB=0MA=12×3×30×23×3=90 kNm_yB=ymax=AˉxEIA=b×h(1h+1)=3×90[13+1]=67.5ˉx=bbn+2=333+2=2.4yB=67.5×2.4EI=162EI

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