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Thank you, Haydenwse. I am still unclear on what level of detailization to anticipate for SIII problems. For example, do design examples for moment frames in AISC Seismic Design Manual represent this level correctly? I wonder if the SEAW notes will have any sample problems...

Thank you all for your valuable posts. I have purchased Seismic Design for Buildings from ppi but have not received it yet. I am also planning to purchase the SEAW refresher course notes. Does anyone have any comments?

Thank you for confirmation, WillisV. I was not sure where I saw it. I hope the refresher course will give an idea of what to expect at the exam.

Thank you, SeanMD. Yes, I know the risk, however, I was under impression that I could try SIII the next year. That is if I pass SII, of course...

thread507-199252 I am taking Structural II and Structural III in WA this fall. I tried the SEAW website and found refreshment courses but there is no information on the exam format anywhere. I am in MO and there are not many people around who took the WA exams. Can anybody advise?