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  1. Amry69

    Confidence builders THREAD

    AM: You'll need to know every aspect of the basic stuff. Make no assumptions on the test. Know the tables and footnotes to the tables. Six Minute Solutions problems are good examples of basic problems with just enough of a twist for you to miss if you're not careful. PM: the questions are not...
  2. Amry69

    TMS 402-08/ACI 530-08 Section 2.3.2.2.1

    That's how I read it. Neglect the contribution of the steel unless the longitudinal reinforcing is enclosed in ties.
  3. Amry69

    ASCE 7-05 errata

    Thanks!
  4. Amry69

    Design tables not allowable?

    They are probably in the appendix of your concrete text, are you supposed to tear them out? Yes they are allowed (don't take my work for it call the NEECS). Most prep reference rely heavily on those tables; would be a cruel irony if they are not allowed. Like everything else they need to bound...
  5. Amry69

    How much would you charge to review and stamp drawings?

    I'm not licensed in CT sounds like the same language in the law as other states. I am a forensic engineer and work with lawyers on design related litigation (in addition to other investigations). Putting your stamp on another's design is a very precarious endeavor. Ask yourself this, if they are...
  6. Amry69

    Various test taker %

    by the way, for your survey I am a Civil/Geotech PE aspiring to pass the 16 hr building SE. I would gladly sign a affidavit promising to never look at a bridge in a professional capacity if that meant avoiding the AASHTO am questions.
  7. Amry69

    Various test taker %

    Purchasing all the required codes is going to be well over $1,000. Plus your going to want texts and solution manuals with you. I buy my books and my company buys the codes. For those of you in offices with libraries keep in mind three ring binders are perfectly legal in the exam room. Make...
  8. Amry69

    Concrete Torsion

    Good luck. This test has kicked me in the balls. Failed Vert and Lat in April 2011 and Vert (by a c-hair) in Oct 2011. I'm going to slow down and take Lat in Oct 2012. I can tell by the posts that you're way smarter than me (an almost as anal). You'll do fine.
  9. Amry69

    Concrete Torsion

    He is not subtracting At*Ph*Fyt/Fysfrom [ACI11-24 SERM pg 1-24] which would reduce the steel because he needs more steel to staticfy 25bw/fyt After all is said and don't you should recheck but he was pretty close so didn't bother.
  10. Amry69

    "Unacceptable" vs. "Improvement Required"

    Same exact thing happened to me. Left the exam feeling good, especially about the pm which I thought was cake. I got unacceptable on the concrete and the other three 'right'. I think they must have been looking for one specific thing that I didn't show them and it cost me the whole test.
  11. Amry69

    April 2012 Exam/Design Standards

    Passing this exam will set you apart from the herd. It will pay for itself every year for the next 25 years.
  12. Amry69

    School of PE

    I have been contemplating School PE as a final review. I have been doing the self study thing for a while and have come pretty close to actually passing the piece of crap exam. Next round I'm going all in with a review course. One at a time though, don't want to spend the $ and time for both if...
  13. Amry69

    2nd order analysis-AISC 341 vs SEAOC Vol 3

    Only necesry if Ms/Mp is greater than 0.1. Is than the difference?
  14. Amry69

    SE Pass Rates per Module

    Not necesarily. Sorry. Good luck though.
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