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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/EX13.4/Ex13_4.sce | |
parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
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Diffstat (limited to '3863/CH13/EX13.4/Ex13_4.sce')
-rw-r--r-- | 3863/CH13/EX13.4/Ex13_4.sce | 16 |
1 files changed, 16 insertions, 0 deletions
diff --git a/3863/CH13/EX13.4/Ex13_4.sce b/3863/CH13/EX13.4/Ex13_4.sce new file mode 100644 index 000000000..cdc581f9d --- /dev/null +++ b/3863/CH13/EX13.4/Ex13_4.sce @@ -0,0 +1,16 @@ +clear +//Given +//Variable declaration +b=120 //Width in mm +d=200 //Depth in mm +L_star=2.5 //Length in m +L=2.5*1000 //Length in mm +yB=5 //Deflection at free end in mm +E=2e5 //Youngs modulus in N/sq.mm + +//Calculation +I=(b*d**3)/12 //Moment of Inertia in mm^4 +w=(yB*8*E*I)/(L**3*L_star)/1e3 //Uniformly distributed load in N/m + +//Result +printf("\n Uniformly distributed load = %0.3f kN/m",w) |