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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/CH7/EX7.15.a | |
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Diffstat (limited to '764/CH7/EX7.15.a')
| -rwxr-xr-x | 764/CH7/EX7.15.a/data7_15.sci | 21 |
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diff --git a/764/CH7/EX7.15.a/data7_15.sci b/764/CH7/EX7.15.a/data7_15.sci new file mode 100755 index 000000000..8c703c035 --- /dev/null +++ b/764/CH7/EX7.15.a/data7_15.sci @@ -0,0 +1,21 @@ +
+//(Threaded Joints) Example 7.15
+//Refer Fig.7.30 on page 247
+//Vertical force acting on the rigid bracket P (kN)
+P = 10
+//Maximum permissible shear stress in any bolt tauMax (N/mm2)
+tauMax = 50
+//Number of bolts N
+N = 4
+//Eccentricity value when secondary shear is considered e (mm)
+e = 250
+//Distance between two bolts dist (mm)
+dist = 100 + 100
+//Angle made by the secondary shear forces with the vertical theta (degree)
+theta = 45
+//Eccentricity value when bracket tilting is considered et (mm)
+et = 300
+//Distance between bolts 1 and 3 from edge CC l1 (mm)
+l1 = 50 + 200
+//Distance between bolts 2 and 4 from edge CC l2 (mm)
+l2 = 50
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