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//(Design against Static Load) Example 4.8
//Refer Fig.4.27
//Force acting on offset link P (kN)
P = 25
//Ultimate tensile strength of FG300 Sut (N/mm2)
Sut = 300
//Factor of safety (fs)
fs = 3
//Force offset distance e (mm)
e = 10
//Ratio of depth to width of the cross-section ratio
ratio = 2
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