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-->//(Design against Static Load) Example 4.10
-->//Refer Fig.4.29
-->//Distance between the axis of the column and the load e (mm)
-->e = 500
e =
500.
-->//Tensile yield strength of FeE200 Syt (N/mm2)
-->Syt = 200
Syt =
200.
-->//Factor of safety fs
-->fs = 4
fs =
4.
-->//Load supported by the column P (kN)
-->P = 25
P =
25.
-->//Ratio of outer diameter to inner diameter ratio
-->ratio = 0.8
ratio =
0.8
Outer diameter(d0) = 160.000000 mm
Inner diameter(di) = 128.000000 mm
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