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Nice detail video ,please continue.

Awesome video thank you :)

Great professional professor. I learned alot . Shukran

FREE CLASS, WAY THE BEST CLASS

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

Good looking pub in the tractor.

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?

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

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?

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

Thank you so help full 🎉

Very helpful sir. your channel will grow...

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

How to add diaphragm in infrawoks

Maximum Bending moments = wL²/8 Bending stress = Mc/I. Please don't confuse the twp

sir, you did not include M_wearing in your M_DL.

4:10 Sir, I think you did I_z - (sum of A)(y')^2 instead of plus.

HOW TWO DIFFERENT DIA OF TUBE TIE BY COUPLER ? , DON'T YOU THINK DIA SHOULD BE SAME FOR POST AND BEARER

INSTEAD OF ELASTIC SECTION MODULUS , SHOULD WE USE PLASTIC SECTION MODULUS M=Fy X Z

SIR, YOU TAKE BEARER BEAM AS SIMPLY SUPPORTED IF BOARD BEARERE IS USED, THEN THE POINT LOAD WILL ACT AT THE RUNNER, SO WHAT WILL BE THE SUPPORT CONDITION OF RUNNER , IS IT SIMPLY SUPPORTED OR CONTINUOUS BEAM

Thank you, Professor! Very helpful

Thank you very much. Needed this for work.

thank you for helping me, but can plz show how to make reports for cut and fill and section views, thank you for waiting your feedback.

Thank you very much sir, Allah bless you. learnt a lot from this lesson.

Goated tutorial

Here in new mexico, they bank all corners the opposite way, keeps the drunks halfway off the road at all times, reduces safe speeds when its raining, a crowned road is a rare phenomenon, blinkers are optional for drivers, guardrails on flat roads and nothing on mountainous winding roads, potholes take 5 years reporting before attended, better stick to horse and wagon to avoid the lean toward the outside.😂

Hello Dr. Yari, just want to make sure I understand correct about the moment. For M windlow, 5+15 is superstructure + high water and 10+5+3 is 1/2(5+15)+low water height and low ground height? Thank you.

Explains several key components of grading. I learnt a lot. However, after 30 minutes, the surface creation could have been done better. The interior surface spilled outside the parking area. This should have been corrected. After correcting this, go for outside daylight grading, create the daylight surface in one shot. Paste them together. This would have avoided lot of confusion.

For the As in step 10, does it always add 1.1" of the width and length of ice load? And does 1.1" come from ASCE somewhere? Thank you.

i thought at first he got lost in cosmos

You Rock, you are a great teacher🤘

Omg at last i found this vid thank u very much sir u really helping me..struggling to underatd the beginner method for create road surface tq tq tq

How do I decide to use either ACI 347 or ASCE 37-14?

Thank you !

Thank you sir❤

So confused… how does this video set up work? Are you writing backward? Love it

How do I start with the table. Do I create it elsewhere then insert?

Hi can you do in in a three moment equation? Thank you

Why dont we calculate member FC or DC?

❤

Leyenda

Great video.. described with utmost clarity~!!

Great video, You writing backwards is 200x better than my handwriting forward. Thanks for the video.

Thank you so much! Your explanation is very clear and straight forward! God bless you!

Hi Nasser, one question I have is when you sloped the exterior of your building 10' offset at 2%. How did that work? Since we are projecting to proposed surface that is already sloping 2% in the opposite direction so if we are forcing it to slope at 2% we might not get 10' equally around the building to tie-in to existing surface? Meaning the tie-in point would be lower than the proposed surface so that would not work? Can you please explain. P.S.: I am a Microstation guy trying to learn Civil3D. Thank you! Toufic Awad, P.E.

mine wasnt showing any roller support, does it came in default? or I must create one myself?

damn!! this is so satisfying

most succinct Civil 3d tutorial thus far

can you please send this csv file .

hi can you please send me this area point