//(Design against Static Load) Example 4.11
//Refer Fig.4.38
//Tension in the wire rope P (kN)
P = 5
//Ultimate tensile strength of FG200 Sut (N/mm2)
Sut = 200
//Factor of safety fs
fs = 2.5
//Ratio of depth to width of cross-section ratio
ratio = 2
//Distance between the load and cantilever support A dist (mm)
dist = 1500 + 500
//Distance between the free end and pulley centre pdist (mm)
pdist = 500