1 files changed, 22 insertions, 0 deletions
diff --git a/3863/CH13/EX13.6/Ex13_6.sce b/3863/CH13/EX13.6/Ex13_6.sce
new file mode 100644
index 000000000..e916e3048
--- /dev/null
+++ b/3863/CH13/EX13.6/Ex13_6.sce
@@ -0,0 +1,22 @@
+clear
+//
+
+//Given
+//Variable declaration
+L=3*1000           //Length in mm
+w=10               //Uniformly distributed load in N/mm
+a=2*1000           //Length of Uniformly distributed load from fixed end in mm
+I=1e8              //Moment of Inertia in mm^4
+E=2e5              //Youngs modulus in N/sq.mm
+
+//Calculation
+//case(i):Slope at the free end
+thetaB=(((w*(L**3))/(6*E*I))-((w*((L-a)**3))/(6*E*I)))
+
+//case(ii):Deflection at the free end
+yB=(((w*L**4)/(E*I*8))-(((w*(L-a)**4)/(8*E*I))+((w*(L-a)**3)/(6*E*I)*a)))
+
+
+//Result
+printf("\n Slope at the free end = %0.3f  rad",thetaB)
+printf("\n Deflection at the free end = %0.3f  mm",yB)