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Nice video!

Very knowledgeable vdo tnku

Thank you very much sir❤

kindly request for the template

he said screw the dotted lines hahahaha

Hello please check your email...i have requested the file

i dont quite get it, in the designing part at 21:31 , does clicking tick mark automatically changes the design bars so that it succeed? i dont see you change anything there actually

Thank you, you helped me alot! Cheers!

Amazing explanations at the calculations, thankyou Sir.

I salut you from Nigeria

how can you do steel connections for a tempered model in Revit

Thank you bro.

Thanks for the video. Please can you send me this template?

There is no other formula why load distribution of two way slab is done l-b in two way slab. I want to know why same formula is used.

Thank you for sharing your knowledge and experience you have gained a new subscriber. Please continue to make a videos like this.

Hi can i please by any chance get that template

Thanks a lot for sharing

You Did a great job

reall Great content. Loved it, Watching from Kenya.

You apply different methods for your slab reinforcement divisions.right?

Awesome! thank you soo much.

Kya bro.... do we provide the reinforcement in two way slab like this? where are bent up bars? I mean if we communicate like this with bar binder through this sheet, will he get clear Idea? I am having doubt.

Could you show how we would do it on non-orthogonal structure elements e.g. curved slabs, oval shaped slabs

Hello, you need to make some correction. long direction bar will be in bottom. Otherwise, your tutorial is very good.

Wtf is that background music

Nice Explanation. One Humble request can u make complete real life slab complete BBS where span length will be more than 12 m i.e. where lapping will require.... I like to learn how can I make real life slab & raft modeling using Revit where as my model already ready using cad....

Very nice Information. Thanks a lot

Awesome teaching Sir Ji

You designed the slab close to the stairs as a 2way slab. It should be a 1 way, hence only one main reinforcement. Also why designing for bars at the extreme when its not a continuous slab.

Thank you. I am trying to create a family for a tapered concrete module beam framing. It would look a bit like yours except the beam tapered on both sides. V shape with flat as this: \_/. what should i then do in this case?

Good afternoon, your video is enlightening, can you please make a video or explain it here how you made your custom call out tag to make it look like the one on cad-rc. Thanks..

Thanks for this video, it was very helpful to me as I was facing problem to segregate the Top & Bottom bars. 5 star from me

Williejohnjohndcecan

Bottom 1 was interchanged

Impossible to follow because of the ridiculous music. Why try and explain something then destroy it with music as loud as the words???

Do you have quickstructure

Thank you Eng but I need that document, as soon possible

Thank you so much for sharing your knowledge. I truely appreciate it. All the way from Jamaica. Blessings.

Straightforward tutorial, kudos

And how can you add the load bearing 9"(load bearing wall) stone walls on ground floor to help analyse and use less steel bars on beams?

thanks for the video, but till the end i was expecting the lapping details also for the reinft. above 12M length

Best detailing video I have seen on RUclips

i am finding difficulty detailing a slab with a different shape other than square or rectangular panel using revit 2021.. can you make a short video of this please

wow, i love this orion

Hi... sir. Your video is informative, I sent and email to you please. send for me template. thanks

Thank you

It was very helpful to me sir❤

Would you mind showing how you set the rebar type to H-type from the default ASTM rebars i.e 10m, 13M etc

Would you mind showing how you set the rebar type to H-type from the default ASTM rebars i.e 10m, 13M etc to H12 etc etc?

❤❤❤❤very good information i boost my exp see this very good lacture ❤❤❤thank u sir