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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 /2744/CH5/EX5.23 | |
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initial commit / add all books
Diffstat (limited to '2744/CH5/EX5.23')
-rwxr-xr-x | 2744/CH5/EX5.23/Ex5_23.sce | 11 |
1 files changed, 11 insertions, 0 deletions
diff --git a/2744/CH5/EX5.23/Ex5_23.sce b/2744/CH5/EX5.23/Ex5_23.sce new file mode 100755 index 000000000..b032463c7 --- /dev/null +++ b/2744/CH5/EX5.23/Ex5_23.sce @@ -0,0 +1,11 @@ +clear;
+clc;
+b = 14;// inches
+d = 6;// inches
+t1 = 0.7;// inch
+t2 = 0.4;// inch
+F = 20;// tons
+I = (1/12)*(d*b^3 - (d-t2)*(b-2*t1)^3);// in^4
+q = F*t1*0.5*(0.5*b + (0.5*b-t1))/I;// ton/in^2
+q_max = (F/(I*t2))*(d*t1*0.5*(0.5*b + (0.5*b-t1)) + t2*(0.5*b-t1)*(0.5*b-t1)*0.5);// tons/in^2
+printf('The maximum intensity of shear stress is q_max = %.2f tons/in^2',q_max);
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