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author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
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committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /3764/CH2/EX2.13/Ex2_13.sce | |
parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '3764/CH2/EX2.13/Ex2_13.sce')
-rw-r--r-- | 3764/CH2/EX2.13/Ex2_13.sce | 18 |
1 files changed, 18 insertions, 0 deletions
diff --git a/3764/CH2/EX2.13/Ex2_13.sce b/3764/CH2/EX2.13/Ex2_13.sce new file mode 100644 index 000000000..10ed7b770 --- /dev/null +++ b/3764/CH2/EX2.13/Ex2_13.sce @@ -0,0 +1,18 @@ +clc +// + +//Variable declaration +L=500.0 // Length of rod(mm) +A=60 // Cross Sectional area(mm**2) +E=200 // Modulus of elasticity(GPa) +ey=300 // Yield Point(MPa) +DELTAc=7 // Stretch(mm) + +//Calculation +ec=DELTAc/L // Maximum strain permitted on point C +ey=(ey*((10**6)))/(E*((10**9))*(1.0)) // Maximum strain permitted on point Y +ed=ec-ey // Strain after unloading +DELTAd=ed*L // Deformation(mm) + +// Results +printf("\n Permanent set deformation =%1f mm' ,DELTAd) |