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| author | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
|---|---|---|
| committer | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
| commit | 7bc77cb1ed33745c720952c92b3b2747c5cbf2df (patch) | |
| tree | 449d555969bfd7befe906877abab098c6e63a0e8 /3863/CH4/EX4.5 | |
| parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
| download | Scilab-TBC-Uploads-master.tar.gz Scilab-TBC-Uploads-master.tar.bz2 Scilab-TBC-Uploads-master.zip | |
Diffstat (limited to '3863/CH4/EX4.5')
| -rw-r--r-- | 3863/CH4/EX4.5/Ex4_5.sce | 19 |
1 files changed, 19 insertions, 0 deletions
diff --git a/3863/CH4/EX4.5/Ex4_5.sce b/3863/CH4/EX4.5/Ex4_5.sce new file mode 100644 index 000000000..21736ce34 --- /dev/null +++ b/3863/CH4/EX4.5/Ex4_5.sce @@ -0,0 +1,19 @@ +clear +//Given +//Variable declaration +A=700 //Area in sq.mm +L=1.5*10**3 //Length of a metal bar in mm +sigma=160 //Stress at elastic limit in N/sq.mm +E=2e5 //Youngs Modulus in N/sq.mm + + +//Calculation +V=A*L //Volume of bar in sq.mm +Pr=(sigma**2/(2*E)*V)*1e-3 //Proof resilience in N-m +P=int(sigma*A/2*1e-3) //Suddenly applied load in kN +P1=int(sigma*A*1e-3) //gradually applied load in kN + +//Result +printf("\n Proof resilience = %0.3f N-m",Pr) +printf("\n Suddenly applied load = %0.3f kN",P) +printf("\n Gradually applied load = %0.3f kN",P1) |