Engineering Related All Numericals with Solution are here.
For the cantilever beam shown in Fig., what will cause zero deflection at A?
1EI(AreaAC)X¯A=01EI(AreaAC)X¯A=0
1EI[12(4)(4P)(83)−2(400)(3)]=01EI[12(4)(4P)(83)−2(400)(3)]=0
P=112.5 NP=112.5 N answer
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