The spring mechanisms exert a horizontal force P of 1 MN. This force generates friction, f at both sides of the hanger.
f = μP
= (0.5)(1 MN)
= 0.5 MN
Since, the whole hanger system is suspended only by this frictional force, it can carry a maximum weight, W of
W = 2f = 2(0.5) = 1 MN
Ignoring the weight of the hanger, the minimum cross sectional area, A, of the vertical part, is
σ = F/A
100,000 MPa = 1.0 MN / A
A = 1.0×10-5 m2
= πr2 = πd2/4
Corresponding diameter of the rod,
d = 3.568 ×10-3 m
= 3.568 mm
|