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$30 comes with book, case and batteries. email me at [email protected]

Brand new condition. $100 with free shipping. email [email protected]

I bought the 4th edition for the October exam (passed vertical, failed lateral). I was wondering if anyone can speak to the degree of changes in the 5th edition. I really do not want to spend $400+ for something I will not really use. I will only use this on the lateral morning exam. Maybe...

For the wind on the parapet: 1) I would have used simple procedure. 2) If analytical is used isn't GCPi = 0.55? 3) Isn't GCP = -1.4 per note #5 on Fig. 6-11B? 4) Why are they using roof pressure on the parapet?

on p. 3-48, they divide the unbalanced brace force on the beam by 2 saying it is shared equally. (SEAOC does not do this) What do they mean? Is it that 1/2 of beam is in compression and 1/2 in tension? Wouldn't the effective length of the beam-column Lx then be 1/2 L? Also they do not use...

Per NCEES : Examinees will use only the Allowable Stress Design (ASD) method, except strength design Section 3.3.5 may be used for walls with out-of-plane loads. Should this be interpretted as I may use 3.3.5 or that they may require me to use 3.3.5 on the exam?