Just now finished the playlist, Thank you so much sir,for the knowledge you shared,the content you've provided,amd the efforts you've taken to explain all concepts with references, I've no words to thank you enough,just wish you all the very best for future, keep growing amd keep sharing such content, Thank you so much!!! ❤️❤️❤️❤️

Dear sir, Kindly share your ETABS geometry model with loading for reference.

Dear sir, In this you have mentioned that for less than G+20 storey response spectrum is applicable and above this time history analysis is applicable based on experience. Similar to that is there any idea about when wind is predominant and upto which height or storey earthquake is predominant. Kindly give your view please. Thank you.

one way slab = (Longer span / Shorter span) L / b ≥ 2 two way slab = (Longer span / Shorter span) L / b < 2

Please share links of lecture 15 & 27 in description for ready reference

WHAT ABOUT EX -X N EX -Z WHETHER WE HAVE TO PUT MINUS SIGN PL CLEAR DOUBT

Thank you sir

Thank you sir

Thank you sir

Thank you sir

Thank you sir

Thank you sir

Your work is appreciable.

I think there is no need to take E.Q load and Wind Load simultaneously, please clear my this doubt.

Please keep it up. Godspeed !

bhai you are a genius, your efforts are much more appreciable as compared to professors of top universities in the country.

sir if we apply slab loads on beams , then how we will design slab ?

Sir, are you conducting any online classes..Please share your contact information if possible sir

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.