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-->//(Design against Static Load) Example 4.1
-->//Refer Fig.4.10 on page 85
-->//Tensile force acting on two plates P (kN)
-->P = 50
P =
50.
-->//Tensile yield strength of the plates Syt (N/mm2)
-->Syt = 250
Syt =
250.
-->//Factor of safety fs
-->fs = 2.5
fs =
2.5
-->//Number of rivets n
-->n = 3
n =
3.
-->//Length of plate L (mm)
-->L = 200
L =
200.
Diameter of the rivet(d) = 21.000000 mm
Thickness of plates(t) = 4.000000 mm
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