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Hi, My company recently got some projects for railroad bridge inspection, rating and analysis. I can barely find references. Anyone knows where can I find examples? Thanks a lot.

Hi, I noticed California, Washington and Oregon have the SEIII Exam, are they same? If I take it in Washington, can I transfer to California later on? Thanks

Hi, I have a 2- span box steel girder bridge here. 250' for each span. After it was built in 2006, the neoprene bearings at the abutment and pier developed a transverse movement of around 1.5". Basicially the entire bridge moved sideway. The deck cross slope at central pier changed about 0.5%...

Hi, I have a 2- span box steel girder bridge here. 250' for each span. After it was built in 2006, the neoprene bearings at the abutment and pier developed a transverse movement of around 1.5". Basicially the entire bridge moved sideway. The deck cross slope at central pier changed about 0.5%...

Was anyone required to take TOEFL test by the Il SE Board. I don't have US undergraduate degree, it is not very clear on their instruction if US master degree will help or not. Recently I also asked the NJ Board, they have the similar requirement. But I was told if I have master degree the...

Hi, I have worked in Bridge Design for five years now. Just passed PE, SE I and II. I did lots of steel and prestress design. Is there any chance you think I can switch to a building or energy facility design area?

I just called ELSES. I was told that the results for Structure II will be released to the boards starting tomorrow. It seems for us the results will come soon. (Also denpending how the boards handle it though.)

Hi, For SE II Bridge, do I need to have an influence line table or reference during the exam. Will the question provide the information of influence line? I am trying to find influence line reference. Seems difficult. One book referenced in SERM from AISC is out of print. Anyone has any...

If I know for sure a steel member and its connection is under compression. Eg. Steel Arch splice full pen weld. Live load will only change the magnitude of compression but not the sign. Do I still need to check the fatigue as per AASHTO or other codes. It is a real question I have from my...