The load is 17156 N.
Explanation:
First compute the flexural strength from:
σ = FL / π[tex]R^{3}[/tex]
= 3000 [tex]\times[/tex] (40 [tex]\times[/tex] 10^-3) / π (5 [tex]\times[/tex] 10^-3)^3
σ = 305 [tex]\times[/tex] 10^6 N / m^2.
We can now determine the load using:
F = 2σd^3 / 3L
= 2(305 [tex]\times[/tex] 10^6) (15 [tex]\times[/tex] 10^-3)^3 / 3(40 [tex]\times[/tex] 10^-3)
F = 17156 N.