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/CH10/EX10.2/Ex10_2.sce | 23 +++++++++++++++++++++++
 1 file changed, 23 insertions(+)
 create mode 100644 3862/CH10/EX10.2/Ex10_2.sce

(limited to '3862/CH10/EX10.2/Ex10_2.sce')

diff --git a/3862/CH10/EX10.2/Ex10_2.sce b/3862/CH10/EX10.2/Ex10_2.sce
new file mode 100644
index 000000000..587addef3
--- /dev/null
+++ b/3862/CH10/EX10.2/Ex10_2.sce
@@ -0,0 +1,23 @@
+clear
+//
+
+//variable declaration
+
+//A circular steel pipe of external diameter 60 mm and thickness 8 mm is used as a simply supported beam over an effective span of 2 m. If permissible stress in steel is 150 N/mm^2, 
+
+D=(60)            //external diameter,mm
+d=(44)             //Thickness,mm
+
+I=(%pi*((D**4)-(d**4)))/64         //Area moment of inertia**mm^4
+Ymax=(30)                       //extreme fibre distance,mm
+
+Z=I/Ymax  
+fper=(150)
+
+Mmax=fper*Z
+
+//Let maximum load it can carry be P kN.
+L=(2)
+P=(4*Mmax)/(L*1000000)
+
+printf("\n  P= %0.2f  KN",P)
-- 
cgit