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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/CH5/EX5.4/Ex5_4.sce | |
parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
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Diffstat (limited to '3864/CH5/EX5.4/Ex5_4.sce')
-rw-r--r-- | 3864/CH5/EX5.4/Ex5_4.sce | 27 |
1 files changed, 27 insertions, 0 deletions
diff --git a/3864/CH5/EX5.4/Ex5_4.sce b/3864/CH5/EX5.4/Ex5_4.sce new file mode 100644 index 000000000..46dcb2ca2 --- /dev/null +++ b/3864/CH5/EX5.4/Ex5_4.sce @@ -0,0 +1,27 @@ +clear +// +// + + +//Initilization of Variables + +E=2*10**5 //N/mm**2 //Youngs Modulus +I=180*10**6 //mm**4 //M.I +W1=20 //N/m //u.d.l +W2=20*10**3 //N //Pt load +L=3000 //m //Span of beam +a=2000 //m //Span of u.d.l + +//Calculations + +//Displacement of free End due to 20 KN Pt load at free end +dell1=W2*L**3*(3*E*I)**-1 //mm + +//Displacement of free end due to u.d.l +dell2=W1*a**4*(8*E*I)**-1+(L-a)*W1*a**3*(6*E*I)**-1 + +//Deflection at free end +dell=dell1+dell2 //mm + +//Result +printf("\n The Displacement of Free End of cantilever beam is %0.2f mm",dell) |