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The solution basically just uses the beam tables for a 10 foot unbraced length. After typing in the problem I guess they don't say the following... "Determine the maxiumum allowable moment for the loading in the below figure" or "Determine the maximum allowable point load in the below...

Maybe describing the problem will help... The W10x22 steel beam (Fy = 50 ksi) shown in the figure is only braced at the center of the span. Work either ASD or the LRFD version of the question ASD The allowable moment capacity (ft-kips) of the beam is most nearly: (A) 45 (B) 51 © 56 (D)...

Thanks for the reply. I agree it probably won't matter, but I wanted to get my ducks in a row. I got a copy off ebay for about half the price for my company. It included the revisions. I've gone through some of them and am suprised at the number of mistakes. They are mostly just typos which...

Are the 2010 Interim Revisions required for the AASHTO LRFD design standard? The NCEES Civil-Structural list of Design Standards does not make note them. However, the NCEES Structural Exam notes, "The 2010 Interim is not required." Why they left this off the Civil-Structural list I have no idea.

Any idea why they did not incorporate Cb in the problem? When I saw the beam diagram with the off center point load I thought for sure they wanted me to incorporate it. Is it simply because the max moment occurs away from the brace point? Any help would be appreciated

Are you taking Civil - Structural? Did you purchase the NCEES Sample Exam? There was one (1) AASHTO problem in the afternoon. Based on this sample exam it doesn't appear to carry a lot of weight in the Civil - Structural. However, the Structural I Exam (no longer given) had a ton of bridge...