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  1. AlienMonkey

    Structural Exam Advice - Help

    Unfortunately, I have taken the exam (SE II) several times and run into time issues, when time is running out I panic and then my exam goes to sh*%$. I am confused into what exactly do they (NCEES) want? For example, a sample question states "design concrete beam for M+, M-, and V" so I...
  2. AlienMonkey

    Dynamic Seismic Analysis book...suggestions

    I'm looking for a relatively straight forward and easy to understand book related to dynamic seismic analysis. Something centered around modal response spectrum and time-history analyses. Suggestions?
  3. AlienMonkey

    Out-of-plane Seismic force on walls

    In determining the out-of-plane seismic reaction to the diaphragm, do you consider the inertial wall force due to A: the full height of the wall B: the height tributary to the diaphragm. For simplicity consider a single story structure. I've seen it calculated both ways with the latter...
  4. AlienMonkey

    SE Exam II - Concrete Reference

    Is it worthwile to pickup up the ACI design handbook? I'm specifically looking for something with P-M interaction design aids. I know how to develop the P-M curves, I just don't want to spend the time on the exam if I am not told to. I have a textbook, but it is very limited. Suggestions?
  5. AlienMonkey

    ASCE7-05 mean roof height

    Lets say you have a flat roof building with a parapet. Is the mean roof height, h, to the eave of the building, center of parapet, or top of parapet?
  6. AlienMonkey

    Timber Design Book - SE II Exam

    I'm lookng for a good wood design book to help on the SE II exam (something other than the NDS w/ examples). Something with practical examples, like I would see in the framing of a house, any suggestions?
  7. AlienMonkey

    Wood Design - Deflection

    In calculating deflection of a beam, is the adjusted Elasticity of the member, E', used?
  8. AlienMonkey

    Reinforced Masonry - Axial Load

    I am studying for the SE exam to be taken next month and took a refresher course in Masonry. The instructor when checking fa < Fa, used fa = P/An, or the axial load over the gross area of the column. Also (on another subject) when transforming steel in compression uses Ats = As(n-1). The SERM...
  9. AlienMonkey

    Inherent Torsion

    If you have a flexible diaphragm do you need to consider inherent torsional moment? I am looking for clarification of ASCE7-05, Section 12.8.4.1.

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