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author | priyanka | 2015-06-24 15:03:17 +0530 |
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committer | priyanka | 2015-06-24 15:03:17 +0530 |
commit | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (patch) | |
tree | ab291cffc65280e58ac82470ba63fbcca7805165 /278/CH5/EX5.26 | |
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initial commit / add all books
Diffstat (limited to '278/CH5/EX5.26')
-rwxr-xr-x | 278/CH5/EX5.26/ex_5_27.sce | 18 |
1 files changed, 18 insertions, 0 deletions
diff --git a/278/CH5/EX5.26/ex_5_27.sce b/278/CH5/EX5.26/ex_5_27.sce new file mode 100755 index 000000000..1312e4966 --- /dev/null +++ b/278/CH5/EX5.26/ex_5_27.sce @@ -0,0 +1,18 @@ +//find max stress intensity and shear stress at joint
+clc
+//given
+//solution
+//refer figure 5.33
+H=500//mm
+B=200//mm
+h=450//mm
+b=15//mm
+F=400000//N
+I=645*10^6//mm^4
+Tmax=(F/(I*b))*[(B/8)*(H^2-h^2)+(b*h^2/8)]//N/mm^2//max intensity of shear stress
+Fj=F/(8*I)*(H^2-h^2)//stress at joint
+FJ=F/(8*I)*(H^2-h^2)*(B/b)//stress at ujnction
+printf("the stress at jointf is,%f N/mm^2\n",Fj)
+printf("the stress at junction is ,%f N/mm^2\n",FJ)
+printf("the max shear stress is ,%f N/mm^2 ",Tmax)
+
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