From b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b Mon Sep 17 00:00:00 2001
From: priyanka
Date: Wed, 24 Jun 2015 15:03:17 +0530
Subject: initial commit / add all books

---
 2267/CH10/EX2.1/Ex10_1.sce | 17 +++++++++++++++++
 1 file changed, 17 insertions(+)
 create mode 100755 2267/CH10/EX2.1/Ex10_1.sce

(limited to '2267/CH10/EX2.1')

diff --git a/2267/CH10/EX2.1/Ex10_1.sce b/2267/CH10/EX2.1/Ex10_1.sce
new file mode 100755
index 000000000..fcd6b63ed
--- /dev/null
+++ b/2267/CH10/EX2.1/Ex10_1.sce
@@ -0,0 +1,17 @@
+//Part B Chapter 2 Example 1
+clc;
+clear;
+close;
+format('v',6);
+d=50;//mm(dimeter of bar)
+F=120;//kN(Tensile force)
+sigma_t=15;//MN/m^2(Tensile)
+A=%pi*d^2/4;//mm^2
+sigma_x=F/A*1000;//MN/m^2(tensile)
+sigma_t_max=sigma_x/2;//MN/m^2
+disp(sigma_t_max,"Maximum  shear stress in MN/m^2 : ");
+two_theta=asind(sigma_t/(sigma_x/2));///degree
+theta=[two_theta/2 (180-two_theta)/2];//degree
+disp(theta,"Directions of plane in degree are : ");
+sigma_n=sigma_x*cosd(theta)^2;//MN/m^2(Tensile)
+disp(sigma_n,"Shear stress(tensile) in MN/m^2 for above angles are : ");
-- 
cgit