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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/CH13/EX13.6 | |
| parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
| download | Scilab-TBC-Uploads-7bc77cb1ed33745c720952c92b3b2747c5cbf2df.tar.gz Scilab-TBC-Uploads-7bc77cb1ed33745c720952c92b3b2747c5cbf2df.tar.bz2 Scilab-TBC-Uploads-7bc77cb1ed33745c720952c92b3b2747c5cbf2df.zip | |
Diffstat (limited to '3863/CH13/EX13.6')
| -rw-r--r-- | 3863/CH13/EX13.6/Ex13_6.sce | 22 |
1 files changed, 22 insertions, 0 deletions
diff --git a/3863/CH13/EX13.6/Ex13_6.sce b/3863/CH13/EX13.6/Ex13_6.sce new file mode 100644 index 000000000..e916e3048 --- /dev/null +++ b/3863/CH13/EX13.6/Ex13_6.sce @@ -0,0 +1,22 @@ +clear +// + +//Given +//Variable declaration +L=3*1000 //Length in mm +w=10 //Uniformly distributed load in N/mm +a=2*1000 //Length of Uniformly distributed load from fixed end in mm +I=1e8 //Moment of Inertia in mm^4 +E=2e5 //Youngs modulus in N/sq.mm + +//Calculation +//case(i):Slope at the free end +thetaB=(((w*(L**3))/(6*E*I))-((w*((L-a)**3))/(6*E*I))) + +//case(ii):Deflection at the free end +yB=(((w*L**4)/(E*I*8))-(((w*(L-a)**4)/(8*E*I))+((w*(L-a)**3)/(6*E*I)*a))) + + +//Result +printf("\n Slope at the free end = %0.3f rad",thetaB) +printf("\n Deflection at the free end = %0.3f mm",yB) |