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-->//(Design against Static Load) Example 4.3
-->//Tensile yield strength of steel 30C8 Syt (N/mm2)
-->Syt = 400
Syt =
400.
-->//Factor of safety fs
-->fs = 4
fs =
4.
-->//Tensile force acting on the rods P (kN)
-->P = 50
P =
50.
-->//Inside diameter of the socket d2 (mm)
-->d2 = 50
d2 =
50.
-->//Outside diameter of the socket d4 (mm)
-->d4 = 100
d4 =
100.
Shear failure criterion
Thickness of cotter(t) = 10.000000 mm
Width of cotter(b) = 50.000000 mm
Bending failure criterion
Thickness of cotter(t1) = 11.000000 mm
Width of cotter(b1) = 55.000000 mm
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