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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 /764/CH8/EX8.24.a/data8_24.sci | |
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diff --git a/764/CH8/EX8.24.a/data8_24.sci b/764/CH8/EX8.24.a/data8_24.sci new file mode 100755 index 000000000..0850de596 --- /dev/null +++ b/764/CH8/EX8.24.a/data8_24.sci @@ -0,0 +1,13 @@ +
+//(Welded and Riveted Joints) Example 8.24
+//Refer Fig.8.67 on page 322
+//Eccentric force acting on the bracket P (kN)
+P = 25
+//Eccentricity e (mm)
+e = 100
+//Permissible shear stress tau (N/mm2)
+tau = 60
+//Number of rivets n
+n = 4
+//Distance between two rivet centres dist (mm)
+dist = 100
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