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  1. K

    SERM Steel Practice Problem 3 (Page 4-54)

    I also had problems with that problem when I went through that book last month. I have a big question mark next to it and don't fully recall why. I think I had a problem with the uniform loading moment calculation. In the solution they use PL/2 for the point load moment and WL^2/2 for the...
  2. K

    Masonry Study Problem

    We do not use the stress increase. As long as the test tells me to use it or not that is all I need to know.
  3. K

    Masonry Study Problem

    I was working some masonry problems from the Six Minute Solutions 2nd edition book which uses the IBC 06, ASCE 7-05. I noticed that they were using the 1/3 stress increase for wind and I was under the impression that the applicable load combinations from ASCE 7-05 Sec. 2.4 for allowable stress...
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