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-->//(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
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