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+//Tension in horizontal rope
+//Refer fig. 3.27 (a),(b)&(c)
+//Considering equilibrium of the entire system
+RB=500/2 //N
+RA=RB //N (symmetry)
+R1=500/(2*cosd(60)) //N
+R2=R1 //N
+//Taking moment about C
+T=((500*0.866)+(250*1.2*0.5))/(1.8*sind(60)) //N
+printf("The tension is:-\nT=%.1f N",T)