Hi I've been stuck on a problem for one of my exam revisions, we were asked to identify the natural frequency of the following structures
I know that the equation for the stiffness is as follows
Left Column : $k= 12EI/L^3 $
Right Column : $k2=3EI/L^3 $
Equivalent Stiffness : $15EI/L^3$
Hence the natural frequency of the column will be $$w_n=\sqrt{15EI/mL^3} $$
Given $EI:8*10^{11} Nmm^2$, $L: 2.5m$ , $m:250kg$
The problem is when i tried to do the problem without converting the EI into SI unit of $Nm^2$ I will have a different result in terms of radians. i.e
$$wn(withoutconverting) :w_n=\sqrt{15(8*10^{11})/250(2500)^3}=1.75 rad/sec $$
$$wn(with conversion) :w_n=\sqrt{15(8*10^{11})*10^{-6}/250(2.5)^3}=55.42 rad/sec $$
The second answer seems to make more sense, as we have a very stiff column with a small mass it should have a really high natural frequency, however the answer key provided insisted that the first one is the correct way to approach it. How do i approach this and is my approach of converting it to SI unit correct? Thankyou so much for the help