Normally, in the analysis of beams, you assume that the material in the beam is free to expand laterally. Due to Poisson's effect, the compression flange gets wider and the tension flange gets narrower.
However, when a flat bar bends the easy way, the tension part and the compression part are attached together, and you get lateral stresses that are not normally included in the beam design. The net result is that the bar is stiffer than the beam equations indicate. If I remember right, it is a factor (1-mu^2) or about 9% difference.
I mention this because I think the same effect will be present in your test, and might throw your results off somewhat.
As far as determining the modulus, it would probably work better to measure deflection versus load, with the beam loaded as a simple span or cantilever.
If this is by chance a college lab class, you may have access to microphones, strain gauges, oscilloscopes, or other goodies that would make measuring the frequency easy.
You can slow the oscillation down by adding a weight to the bar, if that would help. It would help if the bar were longer, so that frequency was low enough to count.
You can also use a strobe-type tachometer. I remember using one of those once, and the pitfall is that you can't distinguish a frequency from one that is double or triple.