colostructural
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- Mar 14, 2011
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I really did study my arse off for the April exam, but I still wasn't as prepared as I should have been for the lateral portion - it was such a bummer. When it comes to what will be on the exam - Lord only knows, I doubt there will be an essay portion dealing with precast high seismic (determining the forces and developing the connection calcs alone for that would take at least 2 hours by hand), but there might be a "given" load and a "design this portion of the system" problem. You should definitely know your concrete detailing requirements in high seismic regions, and make sure you know your ASCE seismic and wind tables - INCLUDING the footnotes like the back of your hand.