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| author | priyanka | 2015-06-24 15:03:17 +0530 |
|---|---|---|
| committer | priyanka | 2015-06-24 15:03:17 +0530 |
| commit | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (patch) | |
| tree | ab291cffc65280e58ac82470ba63fbcca7805165 /764/CH7/EX7.15.b/result7_15.txt | |
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initial commit / add all books
Diffstat (limited to '764/CH7/EX7.15.b/result7_15.txt')
| -rwxr-xr-x | 764/CH7/EX7.15.b/result7_15.txt | 70 |
1 files changed, 70 insertions, 0 deletions
diff --git a/764/CH7/EX7.15.b/result7_15.txt b/764/CH7/EX7.15.b/result7_15.txt new file mode 100755 index 000000000..257e970c2 --- /dev/null +++ b/764/CH7/EX7.15.b/result7_15.txt @@ -0,0 +1,70 @@ +-->//(Threaded Joints) Example 7.15
+
+-->//Refer Fig.7.30 on page 247
+
+-->//Vertical force acting on the rigid bracket P (kN)
+
+-->P = 10
+ P =
+
+ 10.
+
+-->//Maximum permissible shear stress in any bolt tauMax (N/mm2)
+
+-->tauMax = 50
+ tauMax =
+
+ 50.
+
+-->//Number of bolts N
+
+-->N = 4
+ N =
+
+ 4.
+
+-->//Eccentricity value when secondary shear is considered e (mm)
+
+-->e = 250
+ e =
+
+ 250.
+
+-->//Distance between two bolts dist (mm)
+
+-->dist = 100 + 100
+ dist =
+
+ 200.
+
+-->//Angle made by the secondary shear forces with the vertical theta (degree)
+
+-->theta = 45
+ theta =
+
+ 45.
+
+-->//Eccentricity value when bracket tilting is considered et (mm)
+
+-->et = 300
+ et =
+
+ 300.
+
+-->//Distance between bolts 1 and 3 from edge CC l1 (mm)
+
+-->l1 = 50 + 200
+ l1 =
+
+ 250.
+
+-->//Distance between bolts 2 and 4 from edge CC l2 (mm)
+
+-->l2 = 50
+ l2 =
+
+ 50.
+
+
+Area at the core cross-section(A) = 141.035110 mm2
+
\ No newline at end of file |