"TheTick" is correct, there is enough information to obtain a closed form solution set. However, I don't think the right approach has been discussed yet. Using a model of similtanity, previous issues of spring stiffness, wire diameter, etc can be overcome.
Spring load is a function of geometry, i.e. mean coil diameter D, wire diameter d, number of active coils N, deflection or spring travel x and the material property of stiffness modulus G. Load can be expressed mathematically as:
P = (G d^4 x) / (8 D^3 N)
We have been given properties of the spring as free length L=14.5 mm, N=9 and P=1.0 kg which is 9.81 N, the proper dimensional unit for load. Furthermore, installation length is 9 mm which means spring compression is 5.5 mm. Call these characteristics SPRING 1.
In the second case, the free length has been shortened to 10 mm. Call this case SPRING 2. Taking the ratio of loads between SPRING 1 & 2,
P1/P2 = [(G d^4 x1)/(8 D^3 N1)][(8 D^2 N2)/(G d^4 x2)]
P1/P2 = (x1/x2)(N2/N1) {1}
Spring wire diameter cancels out and is not required to solve for P2. Note also that material property is not a factor. The ratio of spring load is fully dependent on the ratio of deflection and number of active coils.
Clearly, chopping off free length alters the coil population, pitch remaining the same. Defining pitch (p)as the ratio of coils (N) to free length (L), then
p = N/L such that p1/p2 = (N1/L1)(L2/N2) = (N1/N2)(L2/L1)
p1 = p2 so that p1/p2 = 1 implying N1/N2 = L1/L2 {2}
Substituting equation {2} into equation {1} results as:
P1/P2 = (x1/x2)(L2/L1)
Therefore the ratio of spring load between the two cases is dependent on the ratio of spring deflection and ratio of spring free length. We indeed have enough information to solve the problem!
x1 = 14.5 - 9.0 mm = 5.5 mm
x2 = 10.0 - 9.0 mm = 1.0 mm
P1 = 9.81 N
9.81 N / P2 = (4.5mm/1.0mm)(10.0mm/14.5mm) = 3.10345
P2 = 3.161 N = 0.71 lbf
I suggest that the spring load with 4.5 mm of material removed shall be 3.2 N, approximately 1/3 of the original load.
Hope this helps everyone out.
Kenneth J Hueston, PEng
Principal
Sturni-Hueston Engineering Inc
Edmonton, Alberta Canada