//(Design against Static Load) Example 4.6
//Refer Fig.4.25
//Data according to standard table h (mm)
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))}
//Total weight of the bars W (kN)
W = 75
//Permissible bending stress sigmab (N/mm2)
sigmab = 165
//Length of cantilever beam l (mm)
l = 2000