-->//(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