-->//(Design against Static Load) Example 4.17
 
-->//Refer Fig.4.54 on page 124 
 
-->//For beam
 
-->//Tensile yield strength of FeE250 Syt (N/mm2)
 
-->Syt = 250
 Syt  =
 
    250.  
 
-->//Factor of safety fs
 
-->fs = 5
 fs  =
 
    5.  
 
-->//Ratio of width to thickness of the beam cross-section ratio
 
-->ratio = 2
 ratio  =
 
    2.  
 
-->//For vessel
 
-->//Ultimate tensile strength of FG200 Sut(N/mm2)
 
-->Sut = 200
 Sut  =
 
    200.  
 
-->//Internal guage pressure p (MPa)
 
-->p = 0.25
 p  =
 
    0.25  
 
-->//Diameter D (mm)
 
-->D = 500
 D  =
 
    500.  
 
-->//Refer table for ISO Metric threads-Coarse series
 
-->//Area mm2
 
-->area = [561 817 1120 1470]
 area  =
 
    561.    817.    1120.    1470.  
 
-->//Pitch (mm)
 
-->pitch = [3.5 4 4.5 5]
 pitch  =
 
    3.5    4.    4.5    5.  
 
-->//Distance between vessel centre line and beam end l (mm)
 
-->l = 325
 l  =
 
    325.  
 

Select M42 screw

The nominal diameter and pitch of the screw are 42.000000 mm and 4.500000 mm respectively

The width of the beam cross-section(h) = 130.000000 mm

The thickness of the beam cross-section(b) = 65.000000 mm

The value of d0 = 107.000000 mm

The diameter of the pins(d) = 25.000000 mm

The diameter of links 1 and 2(d2) = 25.000000 mm

The width of the vessel extension cross-section(h1) = 90.000000 mm

The thickness of the vessel extension cross-section(b1) = 45.000000 mm