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-->//(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
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