When I took the exam in Illinois this past October, the room was only the 60-70 SE examinees. Illinois has separate testing locations for the PE exams. Given that the exam is administered by a third-party testing service, and Illinois has a separate Structural Engineering Board, it'll be interesting to see how this plays out.The test location near Chicago is also one big mixed room.
Oh really? The place I signed up for is the same I took my PE years ago and I remember seeing the SE people there... but I guess I can't say I can guarantee we were in the same room at the time, though I thought it was. Either way, maybe it's different now.When I took the exam in Illinois this past October, the room was only the 60-70 SE examinees. Illinois has separate testing locations for the PE exams. Given that the exam is administered by a third-party testing service, and Illinois has a separate Structural Engineering Board, it'll be interesting to see how this plays out.
We do too, except it is not a huge room, there are maybe 100 people at our site? The SE group is going to be huge this time - I know of 3 people taking it. When I took the PE, there was one solo SE person.we sit in the same huge *** room with all the PEers
I wish. I was doing ok until concrete. I don't do a lot of concrete!Oh stop Vharb...you know what you're doing.
The concrete isnt bad once you see that bc it's all most 100% prescriptive that for the most part its just knowing the checks for the memeber type and system type. I have some good references I'd suggest that summarize this greatly. Both are written by David Fanella.I wish. I was doing ok until concrete. I don't do a lot of
Thanks. I'll check them out.The concrete isnt bad once you see that bc it's all most 100% prescriptive that for the most part its just knowing the checks for the memeber type and system type. I have some good references I'd suggest that summarize this greatly. Both are written by David Fanella.
One is his CRSI Seismic design of low rise conc buildings which is outstanding bc its organized by SDC and his concrete design text book, which I believe the latest is a 2nd edition.
I don't speak for NCEES nor do I have any inside information, but I can see what is going on everywhere else in the country. I'm certain they are exploring all the options and I'd imagine they're like everyone else and will be making a decision sooner than later.I wonder when NCEES is gonna make a decision either way. Or if they're even considering it.
Again, I don't speak for NCEES, but I can't imagine that the "inspection" is anything more than a quick visual inspection to make sure that there aren't any recording devices, electronics, or written material (read: exam questions) hand written on the mask.....from NCEES site ....
Medical/surgical face masks (must be worn or placed on the floor; proctors must visually inspect the mask; mask must be removed for ID verification
Then what's the point of the mask? And if I was a proctors I'd tell NCEES to kick rocks ... I'm fairly certain those folks aren't paid well enough to "touch" and "inspect" peoples masks ... honestly it's the proctors at the biggest risk and, let's be honest, most of which tend to be older.
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