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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
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