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diff --git a/3588/CH2/EX2.6/EX2_6.sce b/3588/CH2/EX2.6/EX2_6.sce
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+//Clearing Console
+clc
+clear
+
+//Node 1 Displacement
+U1=0
+
+//Stiffness of Springs
+k1=4
+k2=6
+k3=3
+
+//Nodal Forces
+F2=-30
+F3=0
+F4=50
+
+//varible decleration
+K=zeros(3,3)
+
+//Constructing Stiffness and Force matrices
+K(1,1)=k1 + 2*k2
+K(1,2)=-2*k2
+K(2,1)=-2*k2
+K(2,2)=2*k2 +k3
+K(2,3)=-k3
+K(3,2)=-k3
+K(3,3)=k3
+
+F(1,1)=F2
+F(2,1)=F3
+F(3,1)=F4
+
+//Solving for Nodal Displacements U2, U3 and U4
+U=linsolve(K,-F) //K*U=F (equlibrium equation)
+
+//Solving for Nodal force F1
+F1=-4*U(1,1)
+
+//Printing Results
+printf('\nResults\n')
+printf('\nNodal displacements \nU1=%fmm \nU2=%fmm \nU3=%fmm \nU4=%fmm\n',U1,U(1,1),U(2,1),U(3,1))
+printf('\nNodal Force F1=%fN\n',F1)