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I just passed my SE1 exam in Maryland! :bananadoggywow: :party-smiley-048: :multiplespotting: :party-smiley-048: Special thanks to kevo and all the members who helped me after my first failure!

I don't know why... But I saw that some of the states have been surprisingly fast than historical data in the excel sheet... Georgia for one. New Mexico! Do you think your state can pull off a surprise early result?

This is my second try and I am in Maryland so I do not expect results before 1st week of January. But I wish all of you a very good luck and I hope you all have a nice christmas present. After failing the test (SE1) first time I have very little confidence left of me passing this time. Will let...

Lots and lots of questions from Bridge design this time around. It appeared to me at half time that rather than SE1 I was giving Bridge design exams! What a game this NCEES people are playing... I tried my best and think that I did okay... Lets see what happens!

Good Luck to all of you who are going to take test along with me tomorrow! This is my second time around... Trying to downplay the importance of the exam so that I do not get tense... I hope everyone has a fine day tomorrow.... Thanks Kevo and all of the members who have helped me out..

After I received my results for my first trial, I found out that I may have lost the exam to about 2-3 questions. So I decided to go for SE1 again. But now as exam is approaching I feel like there must be something wrong for repeat takers.... Why the pass rates for repeat takers is always so...

I wanted to know that if in a problem the Center of rigidity and center of mass are provided and we need to calculate the force in each lateral elements, would you add 5% minimum eccentricity to actual eccentricity? In my Masters degree Seismic course they added 5% on top of the actual...

In example 4.31 of the SERM (Design of Splice connection) Ae is taken equal to An but in AISC it is given as Ae = UAn. I was thinking that in that example, case 1 where U = 1 applies. I wanted to make sure that for tension splice on the flange of W section, case 2 or case 7 would apply. Am I...

I was going through the AISC (13th edition) Tension design when I came across the topic: "Tension design for Pin connected members". Where does this design criteria apply. I have never used that critiria and wanted to know whether it is something to be used for webs of the truss which are pin...

Can anyone lend me AASHTO code for my SE1 exam which I failed in April and am planning to give in October? Can anyone suggest any place I can get it cheaper?

I have officially failed my first attempt at SE1 as the list on the website does not have my name. I have yet not received any letter or diagnostic report from state. I was never expecting to fail the exam ... This has come at a total shock to me and my family. I am caught between giving second...

I want to know if 48% pass rate for SE1 is something you expected or you expected something different..... I thought it would be higher than 50%...... Atleast the passing rate went up after some time!

Just to think about something other than results!!! I got information that SE1 and SE2 are going to undergo major changes by NCEES and now I got confirmed message from NCEES website about that: "The National Council of Examiners for Engineering and Surveying (NCEES) will introduce a new...

I wonder what is outcome of SE1 exams so far!!

It appears pretty clear that: 1. States that receive results directly from NCEES should get them in last week of June (29th or 30th). 2. States that post results to candidates should recieve it in first or second week of July. If anyone has got any other updates directly from NCEES or states...

Do you guys think this week (6/15 to 6/19) we will see first of the results out? I think they could come either at the end of this week (Friday) or next week definitely.

When do you think MD PE results will be out? In 2008 they were out the 25th of June and before that it was after 4th of july weekend... Let me know if anyone knows anything about it...

I wanted to know if anyone who have given exams in past know whether the questions in exam where similar to the one given in 246 Solved structural Enginnering Problems by C. Dale Buckner. It seems like they are more complicated then 6 minute solution.

I have AASHTO 2002 and wanted to know if the basics for bridge design would be okay in this edition. Again I am only studying bridge to pass the exams.

I have a older version of AASHTO and I do not have the table AASHTO A4-1 for moments on deck. Can anyone provide me with a scanned copy of the table? I would really appreciate it. (Email: [email protected]) My firm does not work in Bridges and so have a older version of AASHTO. (AASHTO 2002). I...