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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/CH6/EX6.06/Ex6_06.sce | |
parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '3764/CH6/EX6.06/Ex6_06.sce')
-rw-r--r-- | 3764/CH6/EX6.06/Ex6_06.sce | 26 |
1 files changed, 26 insertions, 0 deletions
diff --git a/3764/CH6/EX6.06/Ex6_06.sce b/3764/CH6/EX6.06/Ex6_06.sce new file mode 100644 index 000000000..91eaded52 --- /dev/null +++ b/3764/CH6/EX6.06/Ex6_06.sce @@ -0,0 +1,26 @@ +clc +// + +//Variable declaration +cosB=12/13.0 + +//Calculation +//Centroid +Y=((2*65*3*30)/((2*65*3)+((50)*(3)))) // Distance y(mm) + +//Centroidal Moment of Inertia +b=(3)/(cosB) // Distance(mm) +I=2*((1/12.0)*(3.25)*((60**3)) + (3.25)*(60)*((8.33**2))) + ((1/12.0)*(50)*((3**3)) + (50)*(3)*((21.67**2)))// Moment of inertia(mm**4) +I=(I/((10**12))) // Moment of inertia(m**4) +//Shearing Stress at A +ta=0 +//Maximum Shearing Stress +Q=(3.25*38.33*(38.33/2.0)) + +tE=((5)*(2.387*((10**-6))))/((0.2146*((10**-6)))*(0.003)) +tE=(tE/1000.0) // Largest shearing stress + + +// Result +printf("\n Case(a) Shearing stress at A = %0.3f ksi' ,ta) +printf("\n Case(a) Maximum shearing stress = %0.3f MPa' ,tE) |