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Diffstat (limited to '3864/CH2/EX2.36')
| -rw-r--r-- | 3864/CH2/EX2.36/Ex2_36.sce | 36 |
1 files changed, 36 insertions, 0 deletions
diff --git a/3864/CH2/EX2.36/Ex2_36.sce b/3864/CH2/EX2.36/Ex2_36.sce new file mode 100644 index 000000000..6f16a2cc0 --- /dev/null +++ b/3864/CH2/EX2.36/Ex2_36.sce @@ -0,0 +1,36 @@ +clear +// + +//Initilization of Variables + +t=40 //degree celsius //temperature +A_s=400 //mm**2 //Area of steel bar +A_c=600 //mm**2 //Area of copper bar +E_s=2*10**5 //N/mm**2 //Modulus of Elasticity of steel bar +E_c=1*10**5 //N/mm**2 //Modulus of Elasticity of copper bar +alpha_s=12*10**-6 //degree celsius //Temperature coeff of steel bar +alpha_c=18*10**-6 //degree celsius //Temperature coeff of copper bar +L_c=800 //mm //Length of copper bar +L_s=600 //mm //Length of steel bar + +//Calculations + +//Let P_s be the tensile force in steel bar and P_c be the compressive force in copper bar +//Static Equilibrium obtained by taking moment about A +//P_c=2*P_s + +//From property of similar triangles we get +//(alpha_c*Lc-dell_c)*1**-1=(alpha_s*L_s-dell_s)*2**-1 +//After substituting values in above equations and further simplifying we get +P_s=(2*alpha_c*L_c-alpha_s*L_s)*t*(L_s*(A_s*E_s)**-1+4*L_c*(A_c*E_c)**-1)**-1 +P_c=2*P_s + +//Stress in steel rod +sigma_s=P_s*A_s**-1 //N/mm**2 + +//Stress in copper rod +sigma_c=P_c*A_c**-1 //N/mm**2 + +//Result +printf("\n Stress in steel rod is %0.2f N/mm**2",sigma_s) +printf("\n STress in copper rod is %0.2f N/mm**2",sigma_c) |