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001577
2024-09-10

Determination of Extreme Value of Bending Moment

Determination of Extreme Value of Bending Moment
M(x)=11-NNcr·N·e0·sin(π·xL)

M'(x)=πL·11-NNcr·N·e0·cos(π·xL) =0

cos(π·xL)=0  =>x=0

M(x=0)=11-NNcr·N·e0 =Mmax

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