1 files changed, 20 insertions, 0 deletions
diff --git a/3862/CH9/EX9.9/Ex9_9.sce b/3862/CH9/EX9.9/Ex9_9.sce
new file mode 100644
index 000000000..3a650583f
--- /dev/null
+++ b/3862/CH9/EX9.9/Ex9_9.sce
@@ -0,0 +1,20 @@
+clear
+//variable declaration
+
+//summation of all  horizontal forces is zero & vertical forces is zero.
+ 
+//Let the left support C be at a distance x metres from A. 
+
+P1=(30)                        //vertical down load at A,KN
+Pu=(6)                         //uniform distributed load over whole span,KN/m,(20m of span)
+P2=(50)                        //vertical down load at B, KN
+
+//Rc=Rd(given) reaction at C & D is equal.
+
+Rc=(P1+P2+Pu*20)/2
+Rd=Rc
+
+//taking moment at A 
+x=(((Pu*20*10+P2*20)/100)-12)/2
+
+printf("\n X= %0.2f  m",x)