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//(Threaded Joints) Example 7.15
//Refer Fig.7.30 on page 247
//Vertical force acting on the rigid bracket P (kN)
P = 10
//Maximum permissible shear stress in any bolt tauMax (N/mm2)
tauMax = 50
//Number of bolts N
N = 4
//Eccentricity value when secondary shear is considered e (mm)
e = 250
//Distance between two bolts dist (mm)
dist = 100 + 100
//Angle made by the secondary shear forces with the vertical theta (degree)
theta = 45
//Eccentricity value when bracket tilting is considered et (mm)
et = 300
//Distance between bolts 1 and 3 from edge CC l1 (mm)
l1 = 50 + 200
//Distance between bolts 2 and 4 from edge CC l2 (mm)
l2 = 50
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