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+clear
+//
+
+//variable declaration
+//The two 40 kN forces acting on the smooth pulley may be replaced by a pair of 40 kN forces acting at centre of pulley C and parallel to the given forces, since the sum of moments of the two given forces about C is zero
+
+PA=20.0 //inclined at 45° loading at A,KN
+PB=30.0 //inclined at 60° loading at B,KN
+
+PC1=40.0 //inclined at 30° loading at C,KN
+PC2=40.0 //inclined at 20° loading at C,KN
+PD=50.0 //inclined at 30.0 at distance 2m form A,KN
+PE=20.0 //inclined at alpha at distance xm form A,KN
+P=20.0 //vertical loading at distance 4m,KN
+
+
+
+thetaA=45.0*%pi/180.0
+thetaB=60.0*%pi/180.0
+thetaC1=30.0*%pi/180.0
+thetaC2=20.0*%pi/180.0
+thetaD=30.0*%pi/180.0
+AD=2.0
+AC=3.0
+AB=6.0
+
+//sum of vertical Fy & sum of horizontal forces Fx is zero
+//Assume direction of Fx is right
+//Assume direction of Fy is up
+Fx=PA*cos(thetaA)-PB*cos(thetaB)-PD*cos(thetaD)-PC1*sin(thetaC1)+PC2*cos(thetaC2)
+
+Fy=-PA*sin(thetaA)-P+P-PB*sin(thetaB)-PD*sin(thetaD)-PC2*sin(thetaC2)-PC1*cos(thetaC1)
+
+
+R=sqrt((Fx**2)+(Fy**2))
+printf("\n R= %0.2f KN",R)
+
+alpha=atan(Fy/Fx)*180/%pi
+printf("\n alpha= %0.2f °",alpha)
+
+//Let the resultant intersect AB at a distance x from A. Then,
+
+
+X=(-P*4+P*4+PB*sin(thetaB)*AB+PD*sin(thetaD)*AD-PD*cos(thetaD)*AD+PC2*AC*cos(thetaC2)-PC1*AC*sin(thetaC1))/R
+
+printf("\n x= %0.2f m",X)
+
+printf("\n The equilibriant is equal and opposite to the resultant in which E = 116.515 kN, alpha= 76.82° and x= %0.2f m",X)