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/EX9.5/Ex9_5.sce | 15 +++++++++++++++
 1 file changed, 15 insertions(+)
 create mode 100644 3862/CH9/EX9.5/Ex9_5.sce

(limited to '3862/CH9/EX9.5')

diff --git a/3862/CH9/EX9.5/Ex9_5.sce b/3862/CH9/EX9.5/Ex9_5.sce
new file mode 100644
index 000000000..250cf900d
--- /dev/null
+++ b/3862/CH9/EX9.5/Ex9_5.sce
@@ -0,0 +1,15 @@
+clear
+//variable declaration
+//Let the reactions at A be  Va and Ma
+//summation of all  horizontal forces is zero & vertical forces is zero.
+
+P1=(15)                                     //vertical down  Load  at 3m from A,KN
+P2=(10)                                     //vertical down  Load  at 5m from A,KN 
+M=(30)                                      //CW moment at 4m distance from A, KN-m
+Pu=(20)                                     //uniform distributed load from A to 2m from A,KN/m(in 2m of span)
+////horizontal,vertical component at  A is  Ha,Va respectively.
+printf("\n no horizontal force   HA=0")
+Va=Pu*2+P1+P2
+printf("\n VA= %0.2f  KN",Va)
+Ma=Pu*2*1+P1*3+P2*5+M
+printf("\n MA= %0.2f  KN-m",Ma)
-- 
cgit