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Thanks it is well explained to understand easily.

Could you please create a video on designing strap beams and tie beams at the foundation level to control settlement of footings under seismic loads?

Thank you very much, my friend, for providing such valuable videos. Even paid instructors do not offer content of this quality.

Sir how to calculate floor load in seismic load and how to apply for g+7 building pls make a detailed video sir plss

Simple and precise and easy to understand. Thank u. Could you teach more like where u taught rectangular shape generates curved shear force? Please upload more videos like that we would be greatful to learn basics again.

Thankyou so much. Very informative video series and very detail oriented too. Please keep up the good work.

THANK YOU SO MUCH

bro do video for steel tower also on stadd pro

very good

Very helpful

sir in STAADPRO.V8i their is no option of . 1) height of building 2) base dimension x 3) base dimension z direction what we need to do

when will be next part uploaded?

Plz create the video for p delta analysis in Etabs and why that is considered.

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❤