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    Results From October SE?

    I got the email.... should i open?
  2. H

    Results From October SE?

    I am an orc for all i know. 
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    SE Exam - Computer Based Exam 2024

    I have both US and Canadian licenses and I agree. None the less, god bless the queen...
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    Must-Have Manuals/Books/Materials for SE (Bridge) Exam?

    @David Connor, SE book is a must have.
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    EET-SE Review

    @tj_PE what are these prerequisites? how much do you want to make me a copy of your binders? Lol  ill pay for this on a Time and Materials basis...:)
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    EET-SE Review

    They told me they don’t sell it without registering.... i am not registering for that course ever...actually i will think seriously when i get the confirmations of my failures lol
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    EET-SE Review

    I will follow suit soon. are you buckled up? :)
  8. H

    EET-SE Review

    I agree its highly unlikely that they would, but there is no harm in trying. I am contacting them right now. 
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    EET-SE Review

    @onemanwolfpack Is there any way to just buy the binders?
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    SE Exam - Lateral Help/Questions

    I concur with @David Connor, SE. The seismic design manuals are a must have, though you have to be selective about what you study in detail, as most of the examples in these manuals are just way too detailed.  IBC Volume 1-General: is a must. IBC Volume 2-Light frame; tilt up: was way too...
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    OCT 2018 - Vertical

    Thats exactly what happened to me. I wanna say i did pretty good on the vertical afternoon (3 problems 90-95%; and 1 problem about 75-80%).
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    OCT 2018 - Vertical

    no, actually my Saturday morning run was not a bad one.  I said this because I think this exam requires you to think in two different ways per say: "Vertical thinking"; and "Lateral thinking". I felt that under the pressure of the exam these two thinking strategies gets mixed up in your head...
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    OCT 2018 - Vertical

    I wish I did, i took both modules and deeply regret it. Next April, I will do just one :).
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    OCT 2018 - Vertical

    Anyone took this this year and felt they messed up? i honestly felt it was brutal...
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    I beam loaded on web.

    Here are my two cents worth: 1- I dont see this any different to a classical simple shear connection (plate or angle bolted to the webs of joists and girders). 2- There is a counter acting torsional moment from the joists on the left. 
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    MI Results are out!

    Thanks folks! been anxiously following your posts and decided to start the thread when I heard the fantastic news
  17. H

    MI Results are out!

    PASSED!! Civil-Structural. Got the email around 12:40 ish.
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