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Really good explanation , thank you But which method is more accurate ?

Great explanation but kinda confused whether it should be even or odd intervals for simpsons rule. My reference manual says it has to be even.Could you clarify this

Great job

Thank you so much You are amazing!

Thank you for the video. I found this when I was looking for when it is appropriate to consider nManning not as a constant but rather as a variable? There is this line on the graphical tool showing this but it is not clear when this should be used?

thank you! I spent days on trying to understand why I was wrong. It turned out they are wrong. Makes me feel better :)

ive been trying to understand why dy is 1.5. thank you so much

Thnaks great job

Thanks great job

This makes me feel better... I was perplexed why the book called d = 1.5 instead of d = 1.83.

really needed to know how these two work since I was absent at the time that this topic was discussed. Thanks a lot for a complete and detailed way to solve it.

thank you so much for your work, i was confused about capital improvement why take a negative sign when u want to change it to present worth

Nice one! Very helpful!!!

THIS CONSIDERED THIN SHAFTS ... SO THAT CAN NOT APPLY t=4 mm t<= .1 r

Hi there. I did my undergrad in India and my masters in USA from a Abet accredited college. Do i still need to add my undergrad college and do the evaluation?

Excellent!! Thank you!!

Extremely helpful!!!

what happened to the negative sign before the K?

page not found shows if we click the link

I can't download that guides

I think your first friction factor should be 0.026 as the 0.0008 line curves upward where it intersects your Reynolds number.

Hi I studied in India with civil engineering btech degree. I have further 5 years of experience. Can I sit for the exam?

Fantastic explanation! Really simplified this, thank you.

Hello; In this video, I liked some thing was explained about Zenith angle before you start with the examples, thanks.

Hi, thanks for the information. The link to free evaluation guide is broken. Could you please share the updated one?

Slope = rise over run. which is H/X not H/900. Can you elaborate on why you have taken slope as H/900

I think something is wrong with the illustration.

on step 2 where we are adding our education, what should we do if the institution name is not found

hi the attached link is not working when you tried to open the link it says page not found

why did you calculate the r= 0.178 for the metal disk question? isn't it just the radius which is (0.14m) as stated in the FE handbook?

why did you determine tension as T1 and T2 on single pully while you determined all tensions as T on double pully?

Omg this concept have been so confusing the past several months now i understand. Thank you!

I think the moment diagram should have been drawn on the negative x-axis.

Is this related to FE civil?

If you take the areas as separate and calculate them, then you will be able to get 138.4

Are these videos related to the FE civil section or have they been randomly chosen?

Are these questions related to FE civil?

really thorough explanation

Awesome

please, solve practices about Environmental Engineering topic in FE Civil Engineering

Why can't Present Worth be used for both problems? Even if the life span is different doesn't the equation already factor that in because your n is changing?

For the 2nd problem, was something supposed to be done with the er and etheta?

Can this problem be solved using the energy equation?

Why is log delta p written as a division instead of a substraction?

For the earthwork problem you solved with Trapezoidal Area, how did you know to use that instead of end area formulas to get volume?

For the second problem, if I used just the area of station 20 and 24, I would get around 7666. I'm wondering to what extent we should be in detail regarding averaging?

You explained it so well thank you!!

Thanks

I learned a lot from you and I always follow your videos. I live in Iran. I want to take the FE exam. If I pass the exam, I want to apply for the California board. One of the conditions of this state is as follows: NOTE: ''Neither U.S. Citizenship nor California residency is required; however, disclosure of your Social Security Number or Individual Taxpayer Identification Number is mandatory. Your application will not be processed without it. Additional information is located on the Information Collection, Access and Disclosure page.'' Can I get this degree without being in the United States of America? Thank you for taking the time to answer me

Thanks, I confused too so why I am here. I did what you did but am not sure too.