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i think there is maximum limt for this bending. around 15cm

My company did the design! SLC airport 🙏

Thank you for sharing your story, Nicole! I am also AuDHD and I'm worried about taking the FE. I have very strong opinions on the NCEES accommodation process. Especially the scheduling process Nicole mentioned. It's AWFUL. Especially considering most Autistic and ADHD people struggle with calling.

Trapezoid area would’ve been a lot simpler lol

This has to be park city

Always a pleasure doing these with you!

This wxplaqnation was quite good. but explain with a numberical also.

IN INDIA

7.7 right?

Welcome back buddy.

I’m starting my First PT deck job, what should I know besides terminology? Already got that down a bit.

I find it hilarious that it took 13 years to reach this conclusion, which has been well-known and documented for much longer than the duration of this research. I passed FE on the first try and took several practice exams. Taking an extended test is like training for a big athletic competition. It would be best if you built up your stamina. I'm afraid I have to disagree with breaking the practice test up, at least over the long term. Breaking it up initially is okay, but I'd recommend building up to simulate the constraints of the actual test. Take the practice exam around the same time you'll be taking it and build up to simulating the actual test duration.

With corrected n = 0.013 value I got d = 11.064 in

I think it’s the great belt suspension bridge in Denmark

Man this guy's screws up a ton. I'm done watching these. It's going to hurt me more than it helps me

2k - 5k? Thats a joke right?

The relationship you used to find the angle is in the new version of the PE manual from NCEES

Muhammad Abrar is a very hardworking individual and adds significant value to young civil engineering professionals knowledge base. Keep up the great work brother. Thanks CE academy for the podcast.

Some of the best financial advisors or fund managers were engineers like Dan Niles, Howard Chan, etc. Options with Tasty Trade all the way!!

Spiral Curve Greenbook Index: Minimum Length of Spiral - 3-76 Follow equation 'L' should be the larger of' the two equations

Undersaturated: below capacity Oversaturated: above capacity Uninterrupted flow describes the type of facility, not the quality of the traffic flow at any given time. The terms oversaturated and undersaturated flow reflect the quality of traffic flow. (HCM Volume 1, page 2-13) Interrupted flow: traffic signals, roundabouts, stop signs, exclusive pedestrian and bicycle facilities

Traffic accident/safety problem Highway Safety Manual Ctrl+F accident rate -> crash rate method mentioned Crash rate method -> page 4-26 Calculate MEV based on TEV Calculate Crash Rate Answer is in units of crashes per MEV

Pedestrian problem -> Highway Capacity Manual -> chapter 3 -> ctrl+f 'pedestrian service time' -> index points to pg 19-82 -> use equation for less than or equal to 10 ft width -> the S variable isn't defined -> just know ahead of time that 'S' is speed -> ctrl+f pedestrian speed -> the manual says 4.0 ft/s is desirable on pg 16-20, and 3.4 MILES PER HOUR on page 24-9 -> memorize 4 ft per second

Pedestrian question -> highway capacity manual

Always important to look at the units

ezpz

$2k - $5k for a PE raise is a joke given how much the company gets to bill you out for. Tired of hearing the more responbility part. If the company gets to have a stronger position in bidding for projects, gets to charge more for you, and you truly are valued there, you should see a raise no matter what. If expecting a raise is delusional, why do companies pay so much more when you have your PE to leave and join them. 10% or $7500 minimal and that depends on location, your abilities, etc. $2k - $5k raise is a slap in the face in any state in 2024, even 6 years ago.

Can’t wait

You're doing a phenomenal job. Keep shining.. Muhammad Abrar

A dream question to get on the exam

Table 3-2 on page 3-6 in the Green Book shows upgrades and downgrades at 3%, 6%, and 9% intervals, and SSD can be found by interpolating between values if need be

I want plenty of questions like this for my PE Transportation exam 🚚🚛

24:00 Regarding whether to switch or not and addressing the 3% annual raise versus beating inflation by switching companies. THIS IS THE ELEPHANT IN THE ROOM! I really appreciate bringing it up.

The breakpoint = 1,400 is Exhibit 12-5 (not 12-15). What would you do if Vp > 1400?

Tricky with the 25, I like it! Thanks for the extra "1500" explanation along with it!

Whats the maximum slope angle allowed fpr this?

No hardhats?

will there be an AASHTO handbook during the exam?

1. What about the yellow plus all red time? Why is that not subtracted from the effective green time? 2. The equation you are using to calculate capacity should include N (number of lanes) in it. Are we to assume N=1? If so, where does it mention that in the HCM? Thank you!

I think it's a suspension bridge

I though transmission engineer was part of electrical enginnering

The abrupt changing of the zoom during your intro made that part of the video hard to watch.

For the solution to be correct, the flow should be 75 cfs.

Et will be in Exhibit 12-25 (not 12-5)

Question: in the calculation of the heavy vehicle adjustment, we are looking for the Et and Pt values. The definition of Pt is about the proportion of SUTs and TTs and in this case is 10% but then when we are checking the exhibit 12-27, the column say percentage of trucks (%), is it should be 5% and not 10%? Because the 10% include TTs plus SUTs. Thanks for the videos.

Very helpful, thank you!

In the HCM Manual, the ET values are combined for trucks and bus composition, not buses and RVs.

Answer Using PE Handbook 5.3.1 (pg 286) Curve elevations = Ypvc + g1x + ax^2 -> NO EQUATION GIVEN, THIS IS JUST MATH: Ypvi = Ypvc + g1 (L/2) -> Ypvc = Ypvi - g1 (L/2) = 119.64 -> g1 = given -> a = (g2 - g1)/ (2L) = -0.000044 -> X IS THE TRICKY PART x = STAx - STApvi + (L/2) = 524.2 CORRECT ANSWER = 117.91'

Where in the HCM are the turning movement numbers defined?

It’s called if you see that black oil sprayed on the ground, for the love of god do not drive your car over it or you will have permanent residue on your car and wheels.