The problem can be solved using force method cosndiering the reactio force on beamat B as redundant
Deflection of point B due to q on the cantilever beam AB = qL4/8EI
deflection of point B due to concentrated force P at B = PL3/3EI
Let the net displacement at B be
Force in bar = (EbAb/Lb)*
net displacement is given by
qL4/8EI - [(EbAb/Lb)*]L3/3EI =
qL4/8EI = [1+(EbAb/Lb)L3/3EI]
= (qL4/8EI )/[1+(EbAb/Lb)L3/3EI]
axial load in bar =(EbAb/Lb)*=(EbAb/Lb)* (qL4/8EI )/[1+(EbAb/Lb)L3/3EI]
vertical reaction at A=qL-axial lpoad in bar = qL-(EbAb/Lb)* (qL4/8EI )/[1+(EbAb/Lb)L3/3EI]
vertical deflection at B==(qL4/8EI )/[1+(EbAb/Lb)L3/3EI]
answer the four question please A built-in beam AB with bending stiffness El is loaded as...
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