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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) |