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diff --git a/3705/CH11/EX11.1/Ex11_1.sce b/3705/CH11/EX11.1/Ex11_1.sce
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+
+clear//
+
+//Variable Declaration
+V=1000 //Force acting on he section in lb
+t=0.5 //Thickness in inches
+//Dimensions
+d=8 //Depth of the section in inches
+wf=12 //Width of the flange in inches
+wbf=8 //Width of the bottom flange in inches
+
+//Calculations
+y_bar=((d*t*0)+wbf*t*4+wf*t*8)/(d*t+wbf*t+wf*t) //Location of Neutral Axis in inches
+I=d*t*y_bar**2+t*d**3*12**-1+d*t*(d*t-y_bar)**2+wf*t*(8-y_bar)**2 //Moment of Inertia in in^4
+
+//Top Flange
+q1=V*t*t*wf*(8-y_bar)*I**-1 //Shear flow in lb/in
+//Bottom Flange
+q2=V*t*t*d*y_bar*I**-1 //Shear Flow in lb/in
+//Web
+qB=2*q1 //Shear Flow in lb/in
+qF=2*q2 //Shear Flow in lb/in
+
+//Max Shear Flow
+qMAX=qB+V*t*(8-y_bar)**2*0.5*I**-1 //Maximum Shear Flow in lb/in
+
+//Result
+printf("\n The Maximum Shear Flow is %0.0f lb/in",qMAX)