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Hello everyone, I am looking at question 903 from the NCEES Practice exam, and need some clarification. When the response modification factor is applied to the seismic forces, the factor is not applied to overturning axial loads in the columns. Does anyone know why this is? Thanks,

In the picture there is a chain tying the top chord of the joist to the wall. Does anyone know what this is for?

With the government shutdown, what should you do? Nobody around to check those permits...

My eyesight may be bad, but is this LeggoPE in the picture below? In an effort to procrastinate at work as much as humanly possible, I feel this matter needs further investigation.

I am a professor at a university in Pennsylvania and just became licensed as a P.E. If I wanted to consult and/or review and stamp drawings in addition to my normal job, how does liability insurance work for this? Since I would be performing duties outside of my traditional job scope, I assume...

What are your next steps now that you’ve passed? Here are some I’m thinking about:

Hello everyone, First let me say that I just took one of Goswami's morning session practice exams (2016 version) and I am feeling a bit humbled. After taking the practice exam I have some general questions as follows: 1) What transportation topics are on the breadth exam? I just completed the...