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Diffstat (limited to '3772/CH12/EX12.2/Ex12_2.sce')
-rw-r--r-- | 3772/CH12/EX12.2/Ex12_2.sce | 25 |
1 files changed, 25 insertions, 0 deletions
diff --git a/3772/CH12/EX12.2/Ex12_2.sce b/3772/CH12/EX12.2/Ex12_2.sce new file mode 100644 index 000000000..c851e1778 --- /dev/null +++ b/3772/CH12/EX12.2/Ex12_2.sce @@ -0,0 +1,25 @@ +// Problem no 12.2,Page No.286 + +clc;clear; +close; + +L=10 //m //Length +b=15 //cm //Width +d=40 //cm //Depth +y_c=1.5*10**-2 //m //Deflection +E=120*10**9 +y=0.2 +sigma=10*10**6 //Bending stress + +//Calculations + +I=b*d**3*12**-1*10**-8 //cm //M.I + +//From Deflection at the centre of cantilever we get +w=y_c*192*E*I*(L**4)**-1*10**-3 //udl distributed over the cantilever + +//From Bending Moment Equation we get +w_2=sigma*I*y**-1*16*(L**2)**-1*10**-3 //udl distributed over the cantilever + +//Result +printf("The safe uniformly Distributed Load is %.2f",w_2);printf(" KN/m") |