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authorpriyanka2015-06-24 15:03:17 +0530
committerpriyanka2015-06-24 15:03:17 +0530
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+-->//(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