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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/CH12/EX12.8/Ex12_8.sce | |
parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
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Diffstat (limited to '3863/CH12/EX12.8/Ex12_8.sce')
-rw-r--r-- | 3863/CH12/EX12.8/Ex12_8.sce | 16 |
1 files changed, 16 insertions, 0 deletions
diff --git a/3863/CH12/EX12.8/Ex12_8.sce b/3863/CH12/EX12.8/Ex12_8.sce new file mode 100644 index 000000000..a5784a1e9 --- /dev/null +++ b/3863/CH12/EX12.8/Ex12_8.sce @@ -0,0 +1,16 @@ +clear +//Given +//Variable declaration +L=6*1000 //Length in mm +W=40*1000 //Point load in N +a=4*1000 //Distance of point load from left support in mm +I=7.33e7 //Moment of Inertia in mm^4 +E=2e5 //Youngs modulus in sq.mm + +//Calculation +b=L-a //Width of beam in mm +yc=(-(W*a**2*b**2)/(3*E*I*L)) //Deflection under the load in mm + + +//Result +printf("\n Deflection under the load = %0.3f mm",yc) |