Quote:
Originally posted by IROC
Yep, my "Engineering Mechanics: Statics and Dynamics" book is by Hibbeler. 3rd edition - copyright 1983! :>)
Stangely, if you're really creative and can make some simplifying (conservative) assumptions, you can analyze most things using 2 or 3 equations. I use sigma = F/A, sigma = Mc/I and tau = V/A (or 4V/3A) for alot of simple analyses. Throw in some Euler/Johnson column equations and you can do alot.
These three equations and the shear, moment and deflection equations for beams in the back of Shigley's will get you a long way.
Mike
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I used his book 4 yrs ago at FSU! Just sold it for $80. By far the most mind numbing thing I have ever read. He assume you are a pro and every type of differential equation and skips all those steps. Over my head so I was happy with a nice C in the class. Also made me commit to being a CE instead of a ME.