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Rest Up every one Hope you all do great tomorrow

If you signed up for the building module they won't if you signed up for the bridge module it says in the thing that ncees puts out there definately will be.

If you put them spine up where are your tabs?

Oh, one more thing, hate to criticize but I do not suggest stacking the books like that. Since you have books on top of other books you will need to dig for your references. I plan on taking 2 printer paper boxed with my references standing up in them. I wrote the name of each book on the top...

Guess there are worse ways to blow a thousand dollars in a single werkend

I can see some intrinsic value in this as you can come up with your own practice problems, do them by hand, then check with the calculator

Perhapse, but I was wondering if there was a way to do it formula wise.

That would be true if it were a rectangular section. I do not think it will work the same way since the section is a flanged shape. The middle third thing works for all rectangular sections and sections that are symetric and can be composed of rectangular sections. Lets think first of a pure...

On question 137 in the lateral portion, how would one approach that problem if the eccentricity were not in middle third (e>32/6)

Save your money, the Kaplan books are little more than garbage so their courses are probably not much better. You are better off getting yourself some college text books

Do you think this is more likely in the morning or afternoon?

what is this check you speak of that allows you to use the side sway unhibited? is it that formula with Q in it?

for the afternoon portion?

I am taking both days, just wondering how likely is it that we would need to do a full blown moment distribution or matrix method? Or is it more likely they will be like, tmrw moment is this what is the reinforcement?

No

I sent you a pm

Well, #9 is to inch square and #8 is 1" in diameter, so chances are those two will make up 90% of the bars you use. Table CC1.15.2 in the masonry code gives you the areas and diameters of all the bars. If you have the CERM table 50. 3 gives you a chart comparing bar area to the number you need...

Well a concrete 2 way slab problem could include a column to ensure that we know to take into account the unbalanced moment transfered. Also it may be a good idea to review 11.2 in ACI to familiarize yourself with column allowable shear

If you want my guess I am almost certain that the afternoon concrete question would either be a retaining wall or a one way slab where you gave to design both the T section and the orthagonal one way slab portion. That way they can test almost every aspect of concrete flexure design in 1...

How much straight structural analysis do you think the afternoon will have? Do you think that we would have to do some moment distribution or matrix methods? Cause when I took the regular PE test I studied alot on that but ended up using none in the exam it self.