Nasser Yari PhD, PE

Пікірлер

@surenharutyunyan1824 Күн бұрын

Legend

@mo3tasemmohammed620 5 күн бұрын

Dude u can use snap instead of coordinate

@A.Y.95 8 күн бұрын

I was given an assignment to do cut and fill I came to this vid and learnt a lot on Civil Design but i still dont have a clue how to get it done

@hellowhitepeople 11 күн бұрын

I am in planning but I'm finding this stuff very interesting

@legendgaming1513 11 күн бұрын

Thanks ❤

@engrxtn 12 күн бұрын

unfortunately...this calculation is not entirely correct. Snow loads are calculated for the projected horizontal of the gable roof. You need to convert it from horizontal loads to perpendicular loads for the compression member in the top.

@nasseryariphdpe648 11 күн бұрын

Watch this video you will see the conversion and the difference. Thank you . kzbin.info/www/bejne/a5DRmpKBm5l-bpI//

@engrxtn 11 күн бұрын

@@nasseryariphdpe648thank you Doc! I will check it out. Probably the way you do it is close enough. ✌️

@tanesakassa 16 күн бұрын

How do you export the traffic simulation as a video?

@carloscorral9927 Ай бұрын

Please don't stop uploading videos. It is very motivating for me as a structural engineer to watch your videos. Whether one person sees it or a thousand people, you are helping with your way of teaching and your enthusiasm. thanks

@nasseryariphdpe648 Ай бұрын

Thank you

@hydéthatjekyll Ай бұрын

Hi Dr. Yari, when calculating Ax, why not take into consideration of the possible horizontal force coming from Fbc?

@llingdendavid3309 Ай бұрын

Stay safe and strong 🙏 💪 💞

@llingdendavid3309 Ай бұрын

❤❤❤❤❤ thank you so much 🙏 sir...i m a human being from planet earth 🌎❤

@osamaabdulmoniem942 Ай бұрын

Very useful

@vlad232pr Ай бұрын

Problem 4; A=85.12 Problem 6; (-2, -3) r=4 Problem 8; A=29.74 Problem 12; A.C=-12 Problem 16; A=199218.75 Problem 18; x^4/2 - 4x^2 - 3x + C Problem 20; 0.04535

@nasseryariphdpe648 Ай бұрын

Good Luck in your FE exam.

@josephsanmiguel7930 Ай бұрын

All I can say is Thank you. ☕ Very detailed and specific video

@shamalmohammed4857 Ай бұрын

Dear Sir. We hope if you make more traffic simulation videos by more details for every steps ....we are learning from you Dr., Thanks

@shamalmohammed4857 Ай бұрын

Dear Sir .There is no different between planning road and component road for this traffic simulation ?

@nasseryariphdpe648 Ай бұрын

You are correct.

@eduardoaraujo6793 Ай бұрын

Thank you, Doctor Nasser, it was an awsome class. You helped me a lot!

@shamalmohammed4857 Ай бұрын

Dose this demands are daily ?

@nasseryariphdpe648 Ай бұрын

yes

@SuperiorNorthwestRailfanning 2 ай бұрын

KZbin video on Moment Distribution for Beams. The video provides a detailed example that is incredibly helpful for understanding this concept. The video covers the following topics: Introduction to Moment Distribution Step-by-step example of how to apply the method Detailed explanation of the calculations involved Tips and tricks for solving Moment Distribution problems This is a valuable resource for anyone learning about structural analysis. Keep making more videos. Try make a video on Memebr stiffness Matrices

@Loki-qu2kw 2 ай бұрын

I watched the entire video. and loved the way you practiced it. so easy to pick many new features. looking forward to learn and practice these features.

@WorkuYifru-de7jn 2 ай бұрын

can you Share me this Software?

@WorkuYifru-de7jn 2 ай бұрын

It's very Nice !!!!!!!!!!!!!!!!!!

@WorkuYifru-de7jn 2 ай бұрын

hi Sir are You fine .... can you share me the software?

@nasseryariphdpe648 2 ай бұрын

autodesk infraworks

@shamalmohammed4857 2 ай бұрын

Are the traffic data in the movement directions are daily ?

@jaykenarn6223 2 ай бұрын

8:17 how come the vertical lines for my concentrated loads won't appear?

@nasseryariphdpe648 2 ай бұрын

Down bottom of your screen there are few icons. if you hit the one next to the bar you should be able to see your loads

@DFQSD-b5b 3 ай бұрын

Thank you Doctor Nasser. We really need more people like you. Thank you so much for your work. I really love learning by watching your tutorials.

@DFQSD-b5b 3 ай бұрын

Thank you doctor Nasser. Please continue your amazing work. Thank you very much.

@williamnguyen7622 3 ай бұрын

thank you so much for this video, this example from the textbook was so difficult for me to understand

@philipjacob6233 3 ай бұрын

To find the PNA, area of 2 sections were calculated and divided by 2 giving you 12.How can you assume based on that the PNA was in the flange?

@OneDropEast1988 3 ай бұрын

Thank you for your tutorials!! The explanations are clear and straightforward. Except for 3-day courses, I don’t know any classes that teaches Civil 3D, I learned this program through trials and errors at work and at home. Keep uploading your tutorials.

@MaríaAranda-x4p 3 ай бұрын

Thank you so much!! This was really really helpful!

@privacyleech409 3 ай бұрын

Thank you so much. This was explained so well and exactly what I was looking for.

@EddelmarSalvador 3 ай бұрын

Super Sir ❤

@신영찬-e9m 4 ай бұрын

thank you!!!

@naderzamani5752 4 ай бұрын

Thank you Dr. Yari, a very good video. May be it is obvious but I don't see it. Is there a reason that we divide 4.6 by 2 and placed the center line halfway between the resultant force and the second wheel from the front?

@nasseryariphdpe648 4 ай бұрын

Hi Nader, Thank you, very good question. In a simply supported beam subjected to a series of moving concentrated loads, the maximum bending moment develops under a load when the midspan of the beam is located halfway between the load and the resultant of all the loads on the beam. And keep in mind that the absolute maximum bending moment usually occurs under the load closest to the resultant, provided that it is of equal or larger magnitude than the next adjacent load. Otherwise, the maximum bending moments should be computed for the two loads adjacent to the resultant and compared to obtain the absolute maximum bending moment.

@naderzamani5752 4 ай бұрын

@@nasseryariphdpe648 Thanks dear Nasser, I am not a civil engineer and was not aware of these facts.

@GalacticMeloVibez 4 ай бұрын

Which is more flexible when doing road and subdivision infrastructures, Topcon Magnet Office or Autodesk Civil 3D?

@samerhamed-wh9ri 4 ай бұрын

Prof Do u give private classes?

@nasseryariphdpe648 4 ай бұрын

Are you looking for classes or tutoring

@carminemarcelli7609 5 ай бұрын

Nice detail video ,please continue.

@jubeidono 5 ай бұрын

Awesome video thank you :)

@adamalzahabi323 5 ай бұрын

Great professional professor. I learned alot . Shukran

@adamalzahabi323 5 ай бұрын

FREE CLASS, WAY THE BEST CLASS

@adamalzahabi323 5 ай бұрын

Thank you so much, I learned way more then what I have learned last 6 years in civil 3d design

@nasseryari5795 5 ай бұрын

Good looking pub in the tractor.

@bexrexer 5 ай бұрын

The date conversion (at 07:23) isn't working for me. Formatting the cell to "General" doesn't convert my date to a number (43710 and 43774 in your example at 08:11). What am I doing wrong?

@rogerblue6172 3 ай бұрын

For the second question, the format you type for convert to a number have to be the same as the format in the start date and end date, it might be 1/Jan/1900 or 1/1/1900

@Shama7991 5 ай бұрын

this tutorial is really great for beginners , thank you so much

@TKN204 5 ай бұрын

Thank you for this video Sir. Please do you have a video where you model the joints and do a load simulation of a bridges?

@tonyt757 5 ай бұрын

II learned more about Civil3D in this 23 1/2 minutes than I have in 30+ years of Heavy civil surveying. Thank you so much and I wish I had seen this 4 years ago

@ALPHONSEKara-g2l 6 ай бұрын

Thank you so help full 🎉

@SamuelMandandi-hm4ks 6 ай бұрын

Very helpful sir. your channel will grow...

@Lionunderatree 6 ай бұрын

Thank you for sharing. How do I calculate lateral pressure for SCC?

@nasseryariphdpe648 6 ай бұрын

The lateral pressure of self-compacting concrete (SCC) it depends on the amount of pressure it exerts laterally when fresh. The design of formwork is governed by this pressure. For slump greater than 2.5 inch p= (3.28+0.26Rt)Wc>=630<=Phydrostatic

@Lionunderatree 6 ай бұрын

@@nasseryariphdpe648 thank you for the reply. I’m preparing to build forms for an 8’H x 40’L x 10”W garden / privacy wall. Before I do, however, I need to figure out how much scc lateral pressure is / will be. Perhaps I need to just consult a structural engineer. Thanks again! Be well

Ең жақсы KZbin

Пікірлер