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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 /3764/CH4/EX4.2 | |
parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '3764/CH4/EX4.2')
-rw-r--r-- | 3764/CH4/EX4.2/Ex4_2.sce | 26 |
1 files changed, 26 insertions, 0 deletions
diff --git a/3764/CH4/EX4.2/Ex4_2.sce b/3764/CH4/EX4.2/Ex4_2.sce new file mode 100644 index 000000000..1b5834e65 --- /dev/null +++ b/3764/CH4/EX4.2/Ex4_2.sce @@ -0,0 +1,26 @@ +clc +// + +//Variable declaration +n=-1 + +//Calculation +//Centroid +sumA=3000 // Summing up the area(mm**2) +M=3 // Couple(kN.m) +cA=0.022 // Distance(m) +Y=(114*(10**6))/(3000.0) // Distance(mm) +//Centroidal Moment of Inertia +Ix=((1/12.0)*(90)*((20**3)) + (90*20*(12**2)) + ((1/12.0)*(30)*((40**3))) + (30*40*(18**2)))/((10**12)*(1.0)) // Centroidal moment of inertia(m**4) +//Case(a) Maximum Tensile Stress +sA=((M*cA)/(Ix)*(1.0))/(1000.0) // Maximum tensile stress(MPa) +//Maximum Compressive Stress +sB=n*(3*0.038)/((868*(10**-9)*(10**3))) // Maximum compressive stress(MPa) +//Case(b) Radius of Curvature +p=((165*868*((10**-9)))/(3))*((10**6)) // Radius of curvature(m) + + +// Result +printf("\n Maximum tensile stress = %0.3f MPa' ,sA) +printf("\n Maximum compressive stress = %0.3f MPa' ,sB) +printf("\n Radius of curvature = %0.3f ft' ,p) |