Determine the critical buckling load of a cantilever beam (A, I, L, E) using (a) one Euler-Bernoulli


Determine the dubious buckling attack of a cantilever radiate (A, I, L, E) using (a) one Euler-Bernoulli radiate atom and (b) one Timoshenko radiate atom.

Use the restricted atom design of Problem 6.10 to determine the indispensable abundance of a solely attended radiate.