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| author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
|---|---|---|
| committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
| commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
| tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /3821/CH2/EX2.4 | |
| parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '3821/CH2/EX2.4')
| -rw-r--r-- | 3821/CH2/EX2.4/Example2_4.sce | 23 |
1 files changed, 23 insertions, 0 deletions
diff --git a/3821/CH2/EX2.4/Example2_4.sce b/3821/CH2/EX2.4/Example2_4.sce new file mode 100644 index 000000000..865109e13 --- /dev/null +++ b/3821/CH2/EX2.4/Example2_4.sce @@ -0,0 +1,23 @@ +////Example 1.4 Page No:22
+///Find Stress in square rod
+//Input data
+clc;
+clear;
+A1=30*30*10^-6; //Area of square rod in mm**2
+L1=5; ///Length of square rod in m
+Pc=150*10^3; //Axial comperessive load of a rod in kN
+E1=215*10^9; //Modulus of elasticity in GN/m**2
+
+
+//Calculation
+sigmac=((Pc)/(A1)); //Stress in square rod
+ec=(sigmac)/(E1); //Modulusof elasticity is E1=sigmac/ec ,therefore strain in square rod is
+deltaLc=ec*5; ///Therefore shortening of length of the rod
+
+
+///Output
+printf('stress in square rod %f N/m^2',sigmac);
+printf('\n');
+printf('strain in square rod ec= %f\n',ec);
+printf('shortening of length of the rod= %f m \n',deltaLc);
+
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