Added new codeHEADmaster

1 files changed, 27 insertions, 0 deletions

diff --git a/3863/CH12/EX12.5/Ex12_5.sce b/3863/CH12/EX12.5/Ex12_5.sce
new file mode 100644
index 000000000..49f9db2c1
--- /dev/null
+++ b/3863/CH12/EX12.5/Ex12_5.sce
@@ -0,0 +1,27 @@
+clear
+//
+//
+
+//Given
+//Variable declaration
+b=200                //Width in mm
+d=300                //Depth in mm
+L=5*1000             //Span in mm
+L_star=5             //Span in m
+w=9*1000             //Uniformly distributed load in N/m
+E=1e4                //Youngs modulus in N/sq.mm
+
+//Calculation
+W=w*L_star                                 //Total load in N
+I=b*d**3/12                                //Moment of Inertia in mm^4
+
+//case(i):the slope at the support
+thetaA=(-(W*(L**2))/(24*E*I))
+
+
+//case(ii):maximum deflection
+yc=(W*L**3)/(E*I)*(5/384)
+
+//Result
+printf("\n Slope at the support = %0.3f  radians",-thetaA)
+printf("\n Maximum deflection = %0.3f  mm",yc)