-->//(Design against Static Load) Example 4.12
 
-->//Refer Fig.4.39
 
-->//Force acting on the bracket P (kN)
 
-->P = 5
 P  =
 
    5.  
 
-->//Ultimate tensile strength of FG200 material Sut (N/mm2)
 
-->Sut = 200
 Sut  =
 
    200.  
 
-->//Factor of safety fs
 
-->fs = 3.5
 fs  =
 
    3.5  
 
-->//Angle made by the line of force with the vertical theta (radian)
 
-->theta = (60 * (%pi/180))
 theta  =
 
    1.0471976  
 
-->//Distance between the point load and the horizontal axis h (mm)
 
-->h = 150
 h  =
 
    150.  
 
-->//Distance between the point load and the rigid support r (mm)
 
-->r = 300
 r  =
 
    300.  
 
-->//Ratio of depth to width of the cross-section ratio
 
-->ratio = 2
 ratio  =
 
    2.  
 

Value of t = 35.000000 mm

Area of cross-section = (35.000000 x 70.000000) mm2