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| author | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
|---|---|---|
| committer | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
| commit | 7bc77cb1ed33745c720952c92b3b2747c5cbf2df (patch) | |
| tree | 449d555969bfd7befe906877abab098c6e63a0e8 /3864/CH9/EX9.1/Ex9_1.sce | |
| parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
| download | Scilab-TBC-Uploads-master.tar.gz Scilab-TBC-Uploads-master.tar.bz2 Scilab-TBC-Uploads-master.zip | |
Diffstat (limited to '3864/CH9/EX9.1/Ex9_1.sce')
| -rw-r--r-- | 3864/CH9/EX9.1/Ex9_1.sce | 23 |
1 files changed, 23 insertions, 0 deletions
diff --git a/3864/CH9/EX9.1/Ex9_1.sce b/3864/CH9/EX9.1/Ex9_1.sce new file mode 100644 index 000000000..aaad4d9c6 --- /dev/null +++ b/3864/CH9/EX9.1/Ex9_1.sce @@ -0,0 +1,23 @@ +clear +// +// + +//Initilization of Variables +L=5000 //mm //Length of strut +dell=10 //mm //Deflection +W=10 //N //Load + +//Calculations + +//Central Deflection of a simply supported beam with central concentrated load is +//dell=W*L**3*(48*E*I)**-1 + +//Let E*I=X +X=W*L**3*(48*dell)**-1 //mm + +//Euler's Load +//Let Euler's Load be P +P=%pi**2*X*(L**2)**-1 + +//Result +printf("\n Critical Load of Bar is %0.2f N",P) |