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FE MADE EASY
FE MADE EASY
FE MADE EASY
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I help engineers with credential evaluation and prep them for the FE Exam.
I give them tips on how and where to start and guide them all the way to the exam day.

FE Review - CIRCLE TANGENT
7:33
5 месяцев назад
FE Review - Q&A
6:01
5 месяцев назад
FE Exam Specifications
8:35
6 месяцев назад
FE Exam Outside of USA
8:41
6 месяцев назад
FE Review - Mathematics - Complex Numbers
7:05
6 месяцев назад
FE Review - Answering Your Question - Statics
20:31
6 месяцев назад
FE Review - Statically Indeterminate Beam
13:30
7 месяцев назад
FE Review - Mathematics - Trigonometry
10:34
8 месяцев назад
FE Review - Mathematics - Derivatives
8:49
8 месяцев назад
FE Review - Statics - Belt Friction
15:35
9 месяцев назад
FE Review - Vertical Curve
18:13
10 месяцев назад
FE Review - Horizontal Curve
14:53
10 месяцев назад
FE Review Surveying - Azimuth vs Zenith
21:57
11 месяцев назад
FE Review Statics - Part II
58:54
11 месяцев назад
FE Review Statics - Part I
51:41
11 месяцев назад
Комментарии
@ServantofAllah_0000
@ServantofAllah_0000 4 дня назад
Nice one! Very helpful!!!
@mutazalissa1409
@mutazalissa1409 10 дней назад
THIS CONSIDERED THIN SHAFTS ... SO THAT CAN NOT APPLY t=4 mm t<= .1 r
@adrijagnique2728
@adrijagnique2728 19 дней назад
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?
@EE-pq8yn
@EE-pq8yn Месяц назад
Excellent!! Thank you!!
@EE-pq8yn
@EE-pq8yn Месяц назад
Extremely helpful!!!
@EE-pq8yn
@EE-pq8yn Месяц назад
what happened to the negative sign before the K?
@furkylucky
@furkylucky Месяц назад
page not found shows if we click the link
@furkylucky
@furkylucky Месяц назад
I can't download that guides
@nl6261
@nl6261 Месяц назад
I think your first friction factor should be 0.026 as the 0.0008 line curves upward where it intersects your Reynolds number.
@SushmaChatterjee-y2g
@SushmaChatterjee-y2g 2 месяца назад
Hi I studied in India with civil engineering btech degree. I have further 5 years of experience. Can I sit for the exam?
@femadeeasy
@femadeeasy Месяц назад
Hi there! If you are currently in USA, there are states which will allow you to sit for the exam without prior approval (check out this link: ncees.org/exams/fe-exam/). Eventually you will have to evaluate your education to receive the E.I.T. certificate.
@VictorB-p2q
@VictorB-p2q 2 месяца назад
Fantastic explanation! Really simplified this, thank you.
@femadeeasy
@femadeeasy 2 месяца назад
Thank you, I am glad it was helpful!
@majeedsofy2050
@majeedsofy2050 2 месяца назад
Hello; In this video, I liked some thing was explained about Zenith angle before you start with the examples, thanks.
@femadeeasy
@femadeeasy Месяц назад
Thanks! Good luck to you!
@ravijinna-o4s
@ravijinna-o4s 2 месяца назад
Hi, thanks for the information. The link to free evaluation guide is broken. Could you please share the updated one?
@femadeeasy
@femadeeasy 2 месяца назад
Thanks for letting me know, I have to look into it. In the meantime, email me at femadeeasy@gmail.com with the request and I will send the guide directly to you. 😉
@jamshidpishgam3630
@jamshidpishgam3630 2 месяца назад
Slope = rise over run. which is H/X not H/900. Can you elaborate on why you have taken slope as H/900
@NeilFranceMendoza
@NeilFranceMendoza 2 месяца назад
I think something is wrong with the illustration.
@chmuneeb9675
@chmuneeb9675 3 месяца назад
on step 2 where we are adding our education, what should we do if the institution name is not found
@chmuneeb9675
@chmuneeb9675 3 месяца назад
hi the attached link is not working when you tried to open the link it says page not found
@femadeeasy
@femadeeasy Месяц назад
Hi there, I fixed the link: tatianaharuta.newzenler.com/f/credential-evaluation-guide It should work now.
@jamshidpishgam3630
@jamshidpishgam3630 3 месяца назад
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?
@jamshidpishgam3630
@jamshidpishgam3630 3 месяца назад
why did you determine tension as T1 and T2 on single pully while you determined all tensions as T on double pully?
@riverflow2874
@riverflow2874 3 месяца назад
Omg this concept have been so confusing the past several months now i understand. Thank you!
@jamshidpishgam3630
@jamshidpishgam3630 3 месяца назад
I think the moment diagram should have been drawn on the negative x-axis.
@jamshidpishgam3630
@jamshidpishgam3630 3 месяца назад
Is this related to FE civil?
@femadeeasy
@femadeeasy 3 месяца назад
Yes, this is for FE Civil.
@jamshidpishgam3630
@jamshidpishgam3630 3 месяца назад
@@femadeeasy thank you. I appreciate you for sharing the videos.
@jamshidpishgam3630
@jamshidpishgam3630 3 месяца назад
If you take the areas as separate and calculate them, then you will be able to get 138.4
@jamshidpishgam3630
@jamshidpishgam3630 3 месяца назад
Are these videos related to the FE civil section or have they been randomly chosen?
@femadeeasy
@femadeeasy 3 месяца назад
These are FE Civil examples.
@jamshidpishgam3630
@jamshidpishgam3630 3 месяца назад
Are these questions related to FE civil?
@femadeeasy
@femadeeasy 3 месяца назад
Yes, these are all FE Civil prep questions.
@MR.Motivation_123
@MR.Motivation_123 3 месяца назад
really thorough explanation
@femadeeasy
@femadeeasy 3 месяца назад
Thanks, glad you liked it
@mahimkhan108
@mahimkhan108 4 месяца назад
Awesome
@femadeeasy
@femadeeasy 4 месяца назад
Thanks!
@foroughi1988
@foroughi1988 5 месяцев назад
please, solve practices about Environmental Engineering topic in FE Civil Engineering
@femadeeasy
@femadeeasy 4 месяца назад
Hey, I am working on a personal project at the moment and can't keep up with posting every week. I am hoping to get back soon.
@augustomigom
@augustomigom 5 месяцев назад
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?
@augustomigom
@augustomigom 5 месяцев назад
For the 2nd problem, was something supposed to be done with the er and etheta?
@jamshidpishgam3630
@jamshidpishgam3630 3 месяца назад
Is this related to FE civil
@augustomigom
@augustomigom 5 месяцев назад
Can this problem be solved using the energy equation?
@augustomigom
@augustomigom 5 месяцев назад
Why is log delta p written as a division instead of a substraction?
@augustomigom
@augustomigom 6 месяцев назад
For the earthwork problem you solved with Trapezoidal Area, how did you know to use that instead of end area formulas to get volume?
@augustomigom
@augustomigom 6 месяцев назад
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?
@augustomigom
@augustomigom 6 месяцев назад
You explained it so well thank you!!
@a.r7688
@a.r7688 6 месяцев назад
Thanks
@foroughi1988
@foroughi1988 6 месяцев назад
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
@femadeeasy
@femadeeasy 5 месяцев назад
Hi there my special friend. Thank you for watching my videos. You made my day with every comment so thank you for that. I read your question a few times, days in a row because I wanted to make sure I understand it. From what you told me you are interested in taking the FE exam somewhere outside of USA, correct? If that is the case, I made a video showing the NCEES page with all the countries they accommodate people interested to take this exam, have you seen it? If not here is the link to that video: ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-a-LcNChhKHk.html If I misunderstood your question, please reply back or you can reach me at femadeeasy@gmail.com. Thanks again for your support.
@femadeeasy
@femadeeasy 5 месяцев назад
Hey, I just noticed this is the video I suggested, so you have seen it. Send me an email at femadeeasy.com, maybe I can set up a zoom call with you, it might be easier. Talk to you soon😉!
@mustafasabeel7633
@mustafasabeel7633 6 месяцев назад
Thanks, I confused too so why I am here. I did what you did but am not sure too.
@femadeeasy
@femadeeasy 6 месяцев назад
Hi, this is one of those problems where you have to apply a few formulas to get to the correct answer and this is what we did. I've seen publications with mistakes like this one and they correct them later. Just trust what you know!
@majeedsofy2050
@majeedsofy2050 6 месяцев назад
Hi Madam/why you used half of the height in the 1st triangle and used half of the base on the 2nd triangle? please explain, thanks.
@femadeeasy
@femadeeasy 6 месяцев назад
Hi there, thank you for your question. I am using one of the formulas for calculating the area of a triangle which is 1/2x(bxh). So, it's not half of the base or half of the height. It's half of the product. 1/2x(bxh) is the same as 1/2x(hxb). I hope this made sense. Keep up the good work!
@shareqinamdar8903
@shareqinamdar8903 7 месяцев назад
Very easily explained using the method of superposition principle
@femadeeasy
@femadeeasy 7 месяцев назад
Thanks :)!
@remusc4947
@remusc4947 7 месяцев назад
Very straight forward, thank you!
@femadeeasy
@femadeeasy 7 месяцев назад
Thank you!
@WubneshGedefaw
@WubneshGedefaw 7 месяцев назад
Smart girl
@femadeeasy
@femadeeasy 7 месяцев назад
Thanks :)!
@majeedsofy2050
@majeedsofy2050 7 месяцев назад
Hi, why you didn't use the moment 20KN.m at B? in the 2nd question. Thanks.
@mahimkhan108
@mahimkhan108 4 месяца назад
I Also want to know?
@a.r7688
@a.r7688 7 месяцев назад
Thanks ...very helpful
@mohamedabdellateef413
@mohamedabdellateef413 7 месяцев назад
thank you
@femadeeasy
@femadeeasy 7 месяцев назад
You're welcome!!!
@WoWplyr19
@WoWplyr19 7 месяцев назад
For problem 4, with the single fixed pulley and the two weights: when you are drawing the Free Body Diagram, how come we aren't adding the tension of the fixed point to the ceiling, and the weight to the FBD?
@david109
@david109 8 месяцев назад
how do we know delta log p turns into delta log 2p minus delta log p at 5:45? i understand the part about doubling the pressure.
@foroughi1988
@foroughi1988 8 месяцев назад
base on LRFD, Dead load factor (without live load) is 1.4
@femadeeasy
@femadeeasy 8 месяцев назад
That is correct. I simplified this problem from a PE example and forgot to adjust the factor for DL. Good job!
@a.r7688
@a.r7688 8 месяцев назад
Thanks
@ibnzuhr8722
@ibnzuhr8722 8 месяцев назад
With the Mu=1.2Mmax, i presume you are using the factor 1.2 due to DL? Thanks.
@femadeeasy
@femadeeasy 8 месяцев назад
Correct! 1.2 is the factor for DL. Even though a 1.4 factor would have been more accurate, since this example doesn't include the LL.