i like crackkilz's comments ... it's in line with what we do ... i got hung up on "crash" loads.
100g is a pretty common static equilvalent of dynamic loads, if you think you've got vibration loads.
300 lbs is the top end of static (ultimate) loads fro ground handling, we use 200 lbs, in the end wahtever you're comfortable with ! ... the idea being to ensure the structure should survive in-service loads