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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 /3764/CH2/EX2.01/Ex2_01.sce | |
| parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '3764/CH2/EX2.01/Ex2_01.sce')
| -rw-r--r-- | 3764/CH2/EX2.01/Ex2_01.sce | 21 |
1 files changed, 21 insertions, 0 deletions
diff --git a/3764/CH2/EX2.01/Ex2_01.sce b/3764/CH2/EX2.01/Ex2_01.sce new file mode 100644 index 000000000..0c39aad50 --- /dev/null +++ b/3764/CH2/EX2.01/Ex2_01.sce @@ -0,0 +1,21 @@ +clc +// + +//Variable declaration +E=29*((10**6)) // Modulus of elasticity(psi) +L1=12 // Length(in) +L2=12 // Length(in) +L3=16 // Length(in) +A1=0.9 // Area(in**2) +A2=0.9 // Area(in**2) +A3=0.3 // Area(in**2) +P1=60*((10**3)) // Internal force(lb) +P2=15*((10**3)) // Internal force(lb) +P3=30*((10**3)) // Internal force(lb) + +//Calculation +Delta=((1/E)*(((P1*L1)/A1)+(-(P2*L2)/A2)+((P3*L3)/A3))) // deformation of the steel rod(in) + + +//Result +printf("\n Deformation of the steel rod = %0.3f in' ,Delta) |