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+//To determine force in the bar and floor reaction
+//Refer Fig. 2.17(b)
+//Equilibrium equation gives
+S=(7*cosd(45)-5)/cosd(30) //kN
+R=10+7*sind(45)-S*sind(30) //kN
+printf("Tensile force in the bar has magnitude %.3f kN and Reaction from floor is R=%.3f kN",-S,R)