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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 /3864/CH4/EX4.19/Ex4_19.sce | |
parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
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Diffstat (limited to '3864/CH4/EX4.19/Ex4_19.sce')
-rw-r--r-- | 3864/CH4/EX4.19/Ex4_19.sce | 30 |
1 files changed, 30 insertions, 0 deletions
diff --git a/3864/CH4/EX4.19/Ex4_19.sce b/3864/CH4/EX4.19/Ex4_19.sce new file mode 100644 index 000000000..319ec29a0 --- /dev/null +++ b/3864/CH4/EX4.19/Ex4_19.sce @@ -0,0 +1,30 @@ +clear +// +// + +//Initilization of Variables + +//Wooden Section +b=300 //mm //Width +d=300 //mm //Depth + +D=100 //mm //Diameter of Bore +F=10*10**3 //N //Shear Force + +//Calculations + +//Moment Of Inertia Of Section +I=1*12**-1*b*d**3-%pi*64**-1*D**4 + +//Shear stress at crown of circle +sigma=F*b*D*(d*2**-1-D*2**-1)*(b*I)**-1 + +//Let a*y_bar=X +X=b*d*2**-1*d*4**-1-%pi*8**-1*D**2*4*D*2**-1*(3*%pi)**-1 //mm**3 + +//Shear Stress at Neutral Axis +sigma2=F*X*((b-D)*I)**-1 //N/mm**2 + +//Result +printf("\n Shearing Stress at Crown of Bore %0.3f N/mm**2",sigma) +printf("\n Shear Stress at Neutral Axis %0.3f N/mm**2",sigma2) |