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In the size of column for G+5 to G+9F the size is mention as 9"x18" but in mm it is given as 230x600mm. Whether 450mm or 600mm which size is correct.

In the size of column for G+5 to G+9F the size is mention as 9"x18" but in mm it is given as 230x600mm. Whether 450mm or 600mm which size is correct.

In the size of column for G+5 to G+9F the size is mention as 9"x18" but in mm it is given as 230x600mm. Whether 450mm or 600mm which size is correct.

If you have considered 20 mm bar as beam rft....then your column size of 375 is inadequate

Generally we provide extra bar at top of support and bottom of span but In mid span Why support bottom reinf. Area is higher than mid span ?

In my staad model if I consider a vertical column line then Ground floor column (3.9m) gives greater Ast then below tie column (1.5m) Is this normal? Follow this but still some floor columns failed ( renf% is greater than limit:2.5%)

THANK YOU. YOUR CLASS IS MORE HELPING TO US

Please go through my comments in last video

Superb learing

Sir I just want to clarify, why did you put a slab on the lift area?

Is this stadd file available ?

Thk for teaching

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