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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/CH13/EX13.1/Ex13_1.sce | |
parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
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Diffstat (limited to '3863/CH13/EX13.1/Ex13_1.sce')
-rw-r--r-- | 3863/CH13/EX13.1/Ex13_1.sce | 21 |
1 files changed, 21 insertions, 0 deletions
diff --git a/3863/CH13/EX13.1/Ex13_1.sce b/3863/CH13/EX13.1/Ex13_1.sce new file mode 100644 index 000000000..97e4f1c41 --- /dev/null +++ b/3863/CH13/EX13.1/Ex13_1.sce @@ -0,0 +1,21 @@ +clear +// + +//Given +//Variable declaration +L=3*1000 //Length in mm +W=25*1000 //Point load in N +I=1e8 //Moment of Inertia in mm^4 +E=2.1e5 //Youngs modulus in N/sq.mm + +//Calculation +//case(i):Slope of the cantilever at the free end +thetaB=((W*(L**2))/(2*E*I)) + +//case(ii):Deflection at the free end +yB=((W*L**3)/(E*I*3)) + + +//Result +printf("\n Slope at the free end = %0.3f rad",thetaB) +printf("\n Deflection at the free end = %0.3f mm",yB) |