Video is truly good but can u please make a video where we can understand how model a cantilever slab and how we calculate and apply the cantilever wall load on cantilever beam

Thanks a lot. Very nice explanation

Nice

Nice

so helpful thank you so much

you must define soil subgrade propertie in safe 21.0.0... delete this video!!!

No diaphragm and mass source🤣

Good job! bro!

Column beam capacity ratio is not came sir what to do

well done , interesting

Very good information keep it up safe and rcdc

Thanks a lot for sharing such valuable knowledge about design of raft foundation but what about shear check and minimum flexural reinforcement

Thank

Thank u so much beautiful explanation

Is that just like Sketchup?? Just the look, not the structure detail. I'm waiting for the reinforcement steel in the stairs.

bro while apllying you are replacing exsiting load you need to add to to the existing loads

If the punching shear is more than 1, can detailed bar reinforcement still be carried out?

Does ETABS offer standards other than the Indian?

Why was the Parking Live Load assigned in the Mat? Can you tell?

Nice work sir! More clearity your video sir! I humble request to you sir please let you making more videos for world student making bright futures!

timi nepali ho?

hello sir. hope you are doing great. this is steel structure building, how can we apply Steel Wall on this building. can you plz guide or make a video.

Thank you so much Sir for your kind rich information

nice tutorial GURU

good work!

👌

Why not wind load?

Generally while designing isolated footing we don't need top reinforcement (thickness less than 1m) but in SAFE we always need top reinforcement please explain why this happens.....!?

🙏

SIR KINDLY UPLOAD SLAB PANEL LARGER SPAN SAY 5.48 MX6.70M SPAN ASPER INDIAN CODE OF PRACTICE IN SAFE 2020 SOFTWARE

A very good video!!!

I'd appreciate some advice, please. What would happen if the column received only sidethrust (wind)? how to implement it on the raft foundation column and obtain design results.

it is nice to see this video, but i have one question that is why you let to define stiffness/property modifier for structural members pls? Thanks very much keep it up!

Good job,,, Thanks alot

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Csi safe kzbin.info/www/bejne/rGnSZXuLms6eb6ssi=aaW5vkRpzok3rR8E

The footing design Excel sheet is made by me. Can u please tel me the source from where u got it

dont need to apply diaphragm?

Hello, I need to get a link for the program *safe)

How to contact you for publication sir

So helpful

Excellent.. Plz you choose Diaphragm in Wx and Wy but you do not asiagn D1 for each story befor analysis and Design?.. Can you explain that.. Thx ❤

Nice

Why does the design strip draw outside the footing mat ?is it suitable for the design... Or we can reduce the design strips .

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Thanks for the explanation sir, well,, I have a doubt.. you did define 2 load combination i.e normal service and ultimate strength but only used the normal service combination,, I wanna know when do we use ultimate strength combination?

Excellent

great effort indeed.. very good way of explaining everything.❤️