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author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
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committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /3772/CH3/EX3.19/Ex3_19.sce | |
parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '3772/CH3/EX3.19/Ex3_19.sce')
-rw-r--r-- | 3772/CH3/EX3.19/Ex3_19.sce | 21 |
1 files changed, 21 insertions, 0 deletions
diff --git a/3772/CH3/EX3.19/Ex3_19.sce b/3772/CH3/EX3.19/Ex3_19.sce new file mode 100644 index 000000000..0bd0ab2d2 --- /dev/null +++ b/3772/CH3/EX3.19/Ex3_19.sce @@ -0,0 +1,21 @@ +// Problem 3.19,Page no.67 + +clc;clear; +close; + +L=100 //m //Length of rod +A=2 //cm**2 //cross sectional area +rho=80 //KN/m**3 + +//Calculatiom +W=A*10**-4*L*rho //KN + +sigma_s=10+1.6 //KN //Rod experiencing max tensile stress when it is at top performing upstroke +sigma_s_2=sigma_s*10**3*200**-1 //N/mm**2 //corresponding stress at this moment + +sigma_c=1 //KN ////Rod experiencing max compressive stress at its lower end,free from its own weight +sigma_c_2=sigma_c*10**3*200**-1 //corresponding stress at this moment + +//Result +printf("Tensile stress in bar = %.2f N/mm^2",sigma_s_2) +printf("\n Compressive stress in bar = %.2f N/mm^2",sigma_c_2) |