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  1. T

    Let the nervous countdown begin

    I took the SE in April 2013 in Illinois. It was only released on the CTS website, then by snail mail.
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    Let the nervous countdown begin

    @ bhenning it was very strange...the website had "Pass" for the vertical, and it was empty for the lateral. Then, a few days later, both "results" were posted..."Pass" for my vertical & "Fail" for my Lateral. I just assumed i was refreshing in the middle of the person entering in the...
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    Let the nervous countdown begin

    I took Day 1 & Day 2 in April 12 & 13 2013 in Illinois. On the CTS website, Day 1 results were released online on 6/17/13 or 6/18/13. On the CTS website, Day 2 results were released online on 6/20/13. Basically, in Illinois in April 2013, I got results at 9.9 weeks from the test days...
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    Lateral load on vertical wall transferring to diaphragm

    Ive done several of these problems, and I probably should have been keeping a closer tab on the various methods that different books used. Say I have a tilt up wall with diaphragm at 10ft high with a 3 ft parapet (total wall ht is 13 ft), and say the wall sends its load to the horizontal...
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    NCEES Practice Exam, 2011, Structural, Problem 802

    OK, and thank you for the reply...for some reason, I was reading that the converted magnitude of the inclined brace in tension couldn't be < 30% or > 70% of the lateral load along the top of the braces. So, I agree with the solutions that 56.6k is the brace force, but then 56.6 / 80 k...
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    2 weeks left

    Same here...you have to tackle both days or just one? I'm always concerned about the Timber PM problem for the lateral...same goes for the Masonry. Just trying to do a variety of problems is my best weapon...
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    NCEES Practice Exam, 2011, Structural, Problem 802

    Part B - I'm calculating that the Brace force is a tad over the 70% limit of the AISC Seismic Provision limit of 30-70% of the total story force. Has anyone done this problem & is anyone getting the same result? Also, the "solutions" do not even check this limit. I'm under the impression...
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    April 2013 SE, how did you do?

    Checked again for me in Illinois... Passed day 1 vertical and failed lateral day 2...glad I don't have to study for day 1 an now I'm ready to tackle day 2 round 2! For those that passed day 2, any suggestions on how to study for the next 4 mo? I'm definitely going to purchase/study that 3...
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    April 2013 SE, how did you do?

    Checked my Illinois results on CTS... Failed next to lateral, blank next to vertical....must still be uploading results
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    April 2013 SE, how did you do?

    ...or we could be planning our vacation for October, right Mark?! We engineers have to have a life too! Hope you get good results... Btw...anyone know the cheapest place I get the 3volume ibc seaoc manuals for seismic? As a non member of icc, i have to pay a bit more...
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    April 2013 SE, how did you do?

    ...or we could be planning our vacation for October, right Mark?! We engineers have to have a life too! Hope you get good results... Btw...anyone know the cheapest place I get the 3volume ibc seaoc manuals for seismic? As a non member of icc
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    April 2013 SE, how did you do?

    As an Illinois test taker, if I knew my results sooner, I would be able to study sooner an not have to deal with the stress of waiting...that is what I would do...
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    April 2013 SE, how did you do?

    Illinois is killing me! Still no posted grades! Emailed the contact at CTS asking about status (especially since national pass rate statistics are already posted on ncees.org) and the contact said, "results just have not even posted yet." I'm dreaming F5 in my sleep now...
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    April 2013 SE, how did you do?

    Anyone have an idea of how long it has taken in the past between when NCEES sends results to IL & when IL (CTS) posts scores? Should I stop checking & wait until next week as an IL test taker?
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    April 2013 SE, how did you do?

    I agree (and hope) with Jlkells...adding 8 weeks to 4/12/13 gets you right to the end of June, so hopefully it was a general response
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