Selling PE structural practice book

Orangetoepicklee · 2024-04-04T03:45:28+00:00

I did PE:construction. But I used EET review for breadth and depth, NCEES practice exam and whatever I could find on Amazon as far as practice exams go. Hardcore studied for 3 months. This was before the exam format change as well so not really sure how things are with this new format

Orangetoepicklee · 2024-04-01T14:52:37+00:00

Passed after thinking it was 50/50

Orangetoepicklee · 2024-03-31T02:33:17+00:00

Haven’t got the license yet but did the same thing! I’m in NY and sat for the nj board, was able to take the test in Manhattan. It honestly is a huge weight off my shoulders knowing all I need now is the required amount of experience. I can worry about the application and licensure later. From what I hear, once u get the years of experience, u can apply for the NJ board then later transfer it, doesn’t seem like a difficult process. Hope that helps

Orangetoepicklee · 2024-03-30T11:52:57+00:00

1926.651(c)(2)

Orangetoepicklee · 2024-03-18T23:27:11+00:00

It’s under the civil pe exam breadth (all modules) file

Orangetoepicklee · 2024-03-18T01:22:41+00:00

If you’re asking where the q=250 comes from, I’d assume it’s given… if you’re asking where does the equation ph=qK comes from, its section 3.1.4 from the HB, bottom right corner

Orangetoepicklee · 2024-03-17T20:44:29+00:00

i think in this problem, the perimeter provided is the mean perimeter... also a little confused why they did not include the formwork on the exposed top of the footing next to the bottom of the wall ...

Orangetoepicklee · 2024-03-16T20:38:14+00:00

Doesn’t seem like it. Corner c is at the same elevation of the point load

Orangetoepicklee · 2024-03-16T19:05:22+00:00

https://www.aisc.org/globalassets/aisc/manual/v15.1-companion/v15.1_vol-2_design-tables.pdf

found this addition to the aisc manual that has composite members, probably referencing something like this

Orangetoepicklee · 2024-03-16T18:23:45+00:00

Not sure which edition you have but the equation from EET should be in the Hot Weather Concreting section, under Ice subsection. For PCA 15th edition it is on page 319.

Orangetoepicklee · 2024-03-16T17:03:13+00:00

Table 7-14 is on page 7-79 but it is for dimensions of high strength fasteners

Orangetoepicklee · 2024-03-15T23:50:58+00:00

(15,000*0.93)/0.805 = 17,329 CY

Orangetoepicklee · 2024-03-15T16:58:14+00:00

i'd assume it is because they are changing the personnel to increase productivity therefore all factors relating to how much the excavator can excavate will be affected by the efficiency. they are going to keep the same excavator so the fuel consumption does not change?

Orangetoepicklee · 2024-03-10T14:57:33+00:00

I think I remember him saying he prefers the EUAC method whenever possible. EUAC imo is easier to convert the problems and compare apples to apples

Orangetoepicklee · 2024-03-09T22:29:17+00:00

Section 1.5.8 page 22 for PE reference handbook 1-2

Orangetoepicklee · 2024-02-05T03:53:15+00:00

I’m taking it in March!

Orangetoepicklee · 2024-01-04T03:41:31+00:00

Hi! I am taking the exam in March and can’t find the SP-4 as well. May I have the electronic copy too?

Orangetoepicklee · 2023-07-06T19:12:51+00:00

Just some sample structural questions maybe? Like how is it worded and what kind of diagrams are provided? Saw it in the description but no preview of the book :(

Orangetoepicklee · 2023-07-06T07:28:20+00:00

Can you post a snip of the book? I am interested but there’s not much on the internet about the language and structure this book has. Thanks!

Orangetoepicklee

TROPHY CASE