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author | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
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committer | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
commit | 7bc77cb1ed33745c720952c92b3b2747c5cbf2df (patch) | |
tree | 449d555969bfd7befe906877abab098c6e63a0e8 /3863/CH4/EX4.13/Ex4_13.sce | |
parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
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Diffstat (limited to '3863/CH4/EX4.13/Ex4_13.sce')
-rw-r--r-- | 3863/CH4/EX4.13/Ex4_13.sce | 22 |
1 files changed, 22 insertions, 0 deletions
diff --git a/3863/CH4/EX4.13/Ex4_13.sce b/3863/CH4/EX4.13/Ex4_13.sce new file mode 100644 index 000000000..c4540ae77 --- /dev/null +++ b/3863/CH4/EX4.13/Ex4_13.sce @@ -0,0 +1,22 @@ +clear +// +//Given +//Variable declaration +d=12 //Diameter of bar in mm +delL=3 //Increase in length in mm +W=8000 //Steady load in N +P=800 //Falling weight in N +h=8*10 //Vertical distance in mm +E=2e5 //Youngs modulus in N/sq.mm + +//Calculation +A=((%pi/4)*d**2) //Area of bar in sq.mm + +L=(E*A*delL/W) //Length of the bar in mm + +sigma=((P/A)*(1+(sqrt(1+((2*E*A*h)/(P*L)))))) + +sigma=(sigma) //Stress produced by the falling weight in N/sq.mm + +//Result +printf("\n Stress produced by the falling weight = %0.3f N/mm^2",sigma) |