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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
//Tie rod inclination with the horizontal theta (degree)
theta = 30
//Number of bolts N
N = 4
//Tensile yield strength of 30C8 Syt (N/mm2)
Syt = 400
//Factor of safety fs
fs = 5
//Distance between boltA and pt.C l1 (mm)
l1 = 25
//Distance between boltB and pt.C l2 (mm)
l2 = 150 + 25
//Eccentricity value e (mm)
e = 50 + 25
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