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+clear
+//
+
+//variable declaration
+
+PB=30.0 //up loading at B,KN
+PC=40.0 //down loading at C,KN
+PD=50.0 //up loading at D,KN
+PA=80.0 //down loading at A,KN
+PE=60.0 //down loading at E,KN
+AB=2.0
+BC=2.0
+CD=4.0
+DE=2.0
+//length are in m
+
+// Let x and y axes be selected
+//sum of vertical Fy & sum of horizontal forces Fx is zero
+//Assume direction of Fx is right
+//Assume direction of Fy is up
+Rx=0
+Ry=PA-PB+PC-PD+PE
+
+R=sqrt((Rx**2)+(Ry**2))
+printf("\n R= %0.2f KN in y-direction",R)
+
+
+//Taking clockwise moment as positive,
+//sum of moment at A
+
+MA=(0)*PA-(AB)*PB+PC*(AB+BC)-PD*(AB+BC+CD)+PE*(AB+BC+CD+DE)
+
+printf("\n MA= %0.2f KN-m",MA)
+
+// The distance of resultant from A is,
+
+x=MA/R
+printf("\n x= %0.0f m",x)