Відео

Nice work 💯

Great job sir. Happy new year.

Please I want to have middle bars in my section beam, how do I do the settings? Thank you

Please do you do online courses in civil engineering. Lest to forget, you are great. Thanks for sharing this. From Ghana

Well-done Engr. Why did you use a pile diameter of 600mm when the highest pile diameter in the soil test report stated 400mm?. Also, can you help us with the comprehensive video on this pile Design.

Thanks for this Engineer

Great video Engineer

Would love to work under you Sir by assisting in some designs also. Great teachings

Good morning Engineer.

Nice 👍

I'm following

Hello, i am Akpos from Delta State. My raft beam links are not wide as it ought to be, the reinforcements are clustered together. Please help, thank you.

interested with thanks

hey bro, its 20224. and im still having challenge with this. can i contact you please ?

Wooow very helpful but now my question is how can the columns be organized such that the maximum loading can increase downwards. That is there is a situation whereby bigger reinforcement occurs at the upper part of the column than the starter bars which is obviously unreal.

Greetings sir, thank ýou for this video. Please how do you go about modelling a two storey building with different column position from the foundation layout. 2. Modelling a slab which is of a different height from the other slabs in a storey.

Hello, greetings sir. Thank you for this video. Please I would like to know, after detailing on prota details, do you complete your structural design on autocad?

Hello, greetings sir. Thank you for this video. Please I would like to know, after detailing on prota details, do you complete your structural design on autocad?

Good morning Sir. I hope your day is moving smoothly. My name is Chibuisi Onwukwe from Nigeria. Please how do I get the drawing you are using as template to edit your design on autocad? Thank you.

what if it is a 3 storey building and they have different floor plans?

Good content but please buy a mic for clarity

please sir i want to joint your community

Bad

Hello Sir, trust you are doing well. Pls can you help out on this Sir On My prota details 2021, I can not export out dwg or dxf file from it Sir.

Hello Sir, trust you are doing well. Pls can you help out on this Sir On My prota details 2021, I can not export out dwg or dxf file from it Sir.

Great video sir 👍🏾

Nice one

Sir mine is the foundation beam it's not showing reinforcement

Well done sir. Please I have a question. The cantilever beams you introduced here, are you not meant to load the beams? Sogelola Ayanfe from Ibadan, Nigeria.

Please in the analysis mode when you animate it and the displacement is moving too high and down. How will you handle that?

Good morning pls how can u reduce the colum of the uppers floors of a building to have more space

What if the links failed?

How much is your personal training session

How do you revise the shear reinforcement which is showing in red

Hi my questions is why did u use wall load of 3.47 ? and how did you obtain it ?

Thank you mr..., plz my menu bar is missing, how can i bring it back. Thank u sir

Good morning, your method of teaching is highly helpful. I can't find stairs icon on my protastructure 2021. How do I go about it

Good job

Very commendable!

Am John Kwaku Asamany from Ghana, Volta Region am grateful for your hard work

Hello weldone sir, How do you identify columns that are not starting from the ground floor

Thank you for this video it's really helpful. But how can we design open well staircase (U shape)

I'm interested pls

Your are wonderful. Your teachings are concised. Engr hanks so much for all you've been doing. More grace Sir.

Solved my problem too thanks a lot

Engr! thanks so much Sir. I really appreciate your support. Paul from Nigeria. I've been a fan. Thanks once again.

Why is my protadetails on the concrete design not responding?

Good morning Engr. Pls do you have anyone good in Civil 3D? I urgently need assistance. Thanks

Great one. Pls sir if the slab is a continuous slab, aside the length what other parameters will be needed to calculate the returning Top bars?

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