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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/EX7.13.b/result7_13.txt | |
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Diffstat (limited to '764/CH7/EX7.13.b/result7_13.txt')
-rwxr-xr-x | 764/CH7/EX7.13.b/result7_13.txt | 63 |
1 files changed, 63 insertions, 0 deletions
diff --git a/764/CH7/EX7.13.b/result7_13.txt b/764/CH7/EX7.13.b/result7_13.txt new file mode 100755 index 000000000..4f97ec61c --- /dev/null +++ b/764/CH7/EX7.13.b/result7_13.txt @@ -0,0 +1,63 @@ +-->//(Threaded Joints) Example 7.13
+
+-->//Refer Fig.7.28 on page 245
+
+-->//Maximum force in the tie rod P (kN)
+
+-->P = 5
+ P =
+
+ 5.
+
+-->//Tie rod inclination with the horizontal theta (degree)
+
+-->theta = 30
+ theta =
+
+ 30.
+
+-->//Number of bolts N
+
+-->N = 4
+ N =
+
+ 4.
+
+-->//Tensile yield strength of 30C8 Syt (N/mm2)
+
+-->Syt = 400
+ Syt =
+
+ 400.
+
+-->//Factor of safety fs
+
+-->fs = 5
+ fs =
+
+ 5.
+
+-->//Distance between boltA and pt.C l1 (mm)
+
+-->l1 = 25
+ l1 =
+
+ 25.
+
+-->//Distance between boltB and pt.C l2 (mm)
+
+-->l2 = 150 + 25
+ l2 =
+
+ 175.
+
+-->//Eccentricity value e (mm)
+
+-->e = 50 + 25
+ e =
+
+ 75.
+
+
+Area at the core cross-section(A) = 33.170154 mm2
+
\ No newline at end of file |