Відео

Sir, thanks for your professional guidance, can you please make the pile design based on real time project which consists of almost 5 ~ 7 layers of different soil/ rock and effect of water level also. thanks again for this channel.

Hello, I'm currently learning Robot, can you please tell me where can I change the Geotechnical Regulation?

I kinda feel like he knows what I don't know and what I want to know. Every video of this series is GOLD and has so much knowledge. I wish universities thought us like this with a tool to use. Anyway thank you much for every video. 🤩

So much knowledge in a single video. So grateful to you for this. Would definitely recommend this channel to others for learning structural engineering in RSA.

believe me or not, I have been searching and watching so many videos just to find this video of How actually you can design and propose steel sections for a steel structure. Usually in companies jobs as structural engineer, they will give you the structural shape and will ask you to give us propose optimum sections for that steel structure base on analysis. I am watching the playlist and I am sooo grateful to you for this. Thank you so much.

Please where Can i get this file ?

greeeeeeeaaaaaaaaaaaaaaaatttttttttt job

you make very precious content , thank you.

❤

Your thought process is insitefull.

also need to assign bridge bearing on support having certain stiffness which i think is not possible in RSA

sir u do not recommend offsetting option for beam and slab as u did centroid connection, but how this will impact final design

it means that we cannot define proper lane on shell as in csi bridge, as you have assigned ML to frame element, moreover does this ML is transferring to shell from frame?

Great video

Great video

Great CEE, Part 2 ?

Great video

Thank you Great video Please do a detailed tank design video

You make great videos! Learning a lot about FEM

In minute 8:04 100 KPa was in box of (estimated foundation load). So, Did you calculate it based on your loads and mat area ,or it was existed by Default?

Thanks for the video! I kindly have a question. I modelled a panel using two-way cladding and two-way shell under equal circumstances of loading, panel size, supporting beams... But the beams have a bigger bending moment in the two shell comparing to cladding! Do you know why? NB: I excluded self weight for both cases.

pls anything about programming finite element method for 3d elements ?

Excuse me, what is the name of the program for designing bridges?

Excuse me, what is the name of the program for designing bridges?

Hi, I would like to ask what is your snapping setting which allows you to snap on some points so accurately under ‘View’ settings. As right now, I can only click on certain points in the ‘plan’ view according to my axis.

Hello there. Thanks for this video. What do you mean by stages?

legendary channel. deserves 100K++ subs

Great contents! I have a general question regarding lintel beams carrying wall load above and perhaps floor loads transferred. When modeling, does the lintel actually transfer loads with the arching action above lintel? Give me some directions on how to correctly model a lintel beam i.e., concrete or steel. Thank you, and all the best for your videos! Really impressive.

Hello, Is it possible to export that model to Civil 3D and do drafting ?

Thank you for taking the time to create such a detailed tutorial. It really helped me grasp the topic. But i am having difficulties with the retaining wall foundation design, i followed the two great videos you made for retaining wall and did exactly what you did in creating the foundation but my h1(the thickness of the footing automatically generate a ridiculously very high depth of 1.3m) when i try to change it it bring error like this (Condition not met for: Foundation shear Safety factor of bottom reinforcement in the direction of X axis: 0.00 < 1.0 Safety factor of top reinforcement in the direction of X axis: 0.00 < 1.0 ) please help me ...thank you so much CEE in advance

And if possible explain the theory behind the prestressed beam

Im a newly graduated engineer with an interest in bridge engineering. This series is really helping me out please don't stop the good work that you are doing sir.

Thanks for the guide CEE, i would like to ask, what about those values such as "StirrupHookLen90", "StirrupBendFormerDiam" and etc, what does it affects? and is it matter that if i dont change the values?

Could you include links to the books you mentioned?

Sir please I need the tower silo length, size

sir is there any way u can make a dummy frame/beam in RSA? for adding distribution moment that is not laying on a beam

is there any video verifying om concrete frame? i keep getting error when designing analysis RC Frame

Thank you

What can i do when there is a notice mentioning element geometry is not supported by the module?

Thank you for your valuable videos. I have some questions: if we define the pressure value and profile in "Wind Load Simulation" which simulate wind tunnel test, what are the benefits and inconvenience of this method. I think cases of positive and negative internal pressure is not included. my second question if I choose to model the rear-front wind on the secondary frame you draw (to connect separated structures), should I make them in a separate file and enter them manually again?

You've singlehandedly pulled me through my FEA course this summer. Thank you Dr. CEE, wouldn't have got this far without the concise and clear explanations.

Is it possible to modify the wall properties to allow it act as a masonry wall? by modification, we can allow it only to take the axial loads and not the moments?

is there any new video of this? that you have checked its the right way, thanks

14:20 I found an anti-virus 😁 Geometry > Properties > Panel Calculation Model ! And just delete from there 🙌 yay! Robot does have some layers such as this; like the Sections catalog that populates when you add Beam/Column

I love it

You mention that the beam is discretized 8:10 May I ask how does the FEM work here? Why do we need to set up all those settings for 2D elements, but when it comes to 1D elements (beams, columns) there is no setting required and we get a beautiful curved diagram? Thank you for your time :) All the best!