-->//(Design against Static Load) Example 4.6
 
-->//Refer Fig.4.25
 
-->//Data according to standard table h (mm)
 
-->h = {150,175,200,225,250}
 h  =
 
    150.    175.    200.    225.    250.  
 
-->//Ixx (mm4)
 
-->Ixx = {(688.2 * (10^4)), (1096.2 * (10^4)), (1696.6 * (10^4)), (2501.9 * (10^4)), (3717.8 * (10^4))}
 Ixx  =
 
    6882000.    10962000.    16966000.    25019000.    37178000.  
 
-->//Total weight of the bars W (kN)
 
-->W = 75
 W  =
 
    75.  
 
-->//Permissible bending stress sigmab (N/mm2)
 
-->sigmab = 165
 sigmab  =
 
    165.  
 
-->//Length of cantilever beam l (mm)
 
-->l = 2000
 l  =
 
    2000.  
 

ISLB200 is suitable for this application