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Nice Video and expecting more videos

Best way of teaching in todays world.❤

Fantastic sir❤

Very nice and fantastic sir❤

Please upload more videos

Why you are not exporting centerline plan directly from cad to staad instead of drawing nodes? is there any limitations

This is way way clearer than the university setting I had then. Thanks for sharing your solid knowledge about the subject matter.

Thanks a lot!

Really helpful , Explained in a fantastic way.Thanks.

Fantastic ❤

Sir one thing we applied slab load ff/sf/third floor etc in stairs case area, but actually it covered by flight

Sir, when L/B ratio is less than 1 it is two way slab not one way slab. Please clarify about this

Very nice sir ❤

why you consider under ground part as a storey.

Hey! How can I contact you? I would love to pay you to teach me one on one, Im from the US, how can I get in touch? THanks

Won’t we apply load on the opposite slab also

AGAIN THANK YOU FOR EXPLAINING COLUMN ORIENTATION.

SPECIALLY FOR STAIRCASE MODELLING

THANKU BOSS

Fantastic sir❤

Live load in residential building is different for bedroom, kitchen, balcony e.t.c. what load is taken for design?

You are doing great work sir May God bless you , i am sharing ur channel with all my friends

Please make 1 video on Combine footing

When will the next video get uploaded?

Fantastic sir❤

I May be wrong, but i know that earthquake load is not a gravity load so could not be negative.

can you send me the ppt of this video series

How to get software

Thank you for your nice video on slab loading application in ETABS

By double clicking the column how can you say that a column is failed or not (at 1:54 min. in video)

Thank a lot for all your available videos.🙏🙏

sir, in this video you say that maximum c/c distance between two column should not exceed 18',and after that you design 21' c/c column distance,.how this design match the minimum criteria??please explain...

Super

sir, staad pro Bentley ta install korbo kivabe,bolben please...

Very nice sir❤

Fantastic sir

Fantastic sir

Nice sir

Auto cad coloumn layout in last For my reference

This method is force coefficient method. But many people use pressure coefficient method. Whether the final result is same for both the methods for wind load. Your first method is simple and follow in earlier version staad pro v8i. Now auto wind load generation is available in latest edition

At the beginning of the video, at the 1:30 minute mark, where you mention reducing the dimensions of the columns to avoid a soft story, I would like to clarify that you are likely referring to reducing the height of the columns and not their cross-sectional dimensions. It wasn't initially clear to me as it was mentioned in the video, and I just wanted to emphasize that. Excellent video, keep up the great work!

Great... Kindly upload same video for chevron bracing type Also make same video for trusses

TODAY I SAW THIS CHANNEL. YOU ARE A BRILLIENT TEACHER, EXPECT MORE STRUCTURAL VEDIOS FROM YOU. PLEASE PROVIDE REVIT STRUCTURE TUTORIALS IF POSSIBLE.

My question is @ the junction of primary beam & secondary beam, where the column comes. I didn't understand that part.

Very informative video

Fantastic I love the way you spread light among us ,, sir👍

I love you dear. I have reached on part 16😀😀😀

bro great work can i get the excel sheet

Nice video. Please share CAD files as well for practice

dimensions is calculated at lowest support how to remove that warnig