From 7bc77cb1ed33745c720952c92b3b2747c5cbf2df Mon Sep 17 00:00:00 2001
From: prashantsinalkar
Date: Sat, 3 Feb 2018 11:01:52 +0530
Subject: Added new code

---
 3862/CH9/EX9.6/Ex9_6.sce | 15 +++++++++++++++
 1 file changed, 15 insertions(+)
 create mode 100644 3862/CH9/EX9.6/Ex9_6.sce

(limited to '3862/CH9/EX9.6/Ex9_6.sce')

diff --git a/3862/CH9/EX9.6/Ex9_6.sce b/3862/CH9/EX9.6/Ex9_6.sce
new file mode 100644
index 000000000..6d9c4a4b1
--- /dev/null
+++ b/3862/CH9/EX9.6/Ex9_6.sce
@@ -0,0 +1,15 @@
+clear
+//variable declaration
+
+//As supports A and B are simple supports and loading is only in vertical direction, the reactions RA and RB are in vertical directions only.
+
+//summation of all  horizontal forces is zero & vertical forces is zero.
+
+P1=(30)                                     //vertical down  Load  at 1m from A,KN
+P2=(40)                                     //vertical down  Load  at 6.5m from A,KN                   
+Pu=(20)                                     //uniform distributed load from 2m to 5m from A,KN/m(in 3m of span).
+
+Rb=(Pu*3*3.5+P1*1+P2*6.5)/5
+printf("\n RB= %0.2f  KN",Rb)
+Ra=Pu*3+P1+P2-Rb
+printf("\n RA= %0.2f  KN",Ra)
-- 
cgit