Find analytically the support reaction at B and the load P, for the beam shown in the figure below if the reaction of support A is zero.
"\\sum F_y=0\\to R_A-10+R_B-36-P=0\\to R_B=46-P"
"\\sum M_A=0\\to 6R_B-10\\cdot2-20-36\\cdot5-7P=0\\to"
"6R_B-7P=220"
So, we have
"6\\cdot(46-P)-7P=220\\to P=56\\ (kN)" . Answer
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