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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/CH1/EX1.33 | |
parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
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Diffstat (limited to '3863/CH1/EX1.33')
-rw-r--r-- | 3863/CH1/EX1.33/Ex1_33.sce | 16 |
1 files changed, 16 insertions, 0 deletions
diff --git a/3863/CH1/EX1.33/Ex1_33.sce b/3863/CH1/EX1.33/Ex1_33.sce new file mode 100644 index 000000000..b30c10bf3 --- /dev/null +++ b/3863/CH1/EX1.33/Ex1_33.sce @@ -0,0 +1,16 @@ +clear +// + +//Given +//Variable declaration +P=600e3 //Axial load in N +L=20e3 //Length in mm +w=0.00008 //Weight per unit volume in N/sq.mm +A2=400 //Area of bar at lower end in sq.mm + +//Calculation +sigma=int(P/A2) //Uniform stress on the bar in N/sq.mm +A1=(A2*(%e^((w*L/sigma)))) + +//Result +printf("\n Area of the bar at the upper end = %0.3f mm^2",A1) |