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Very clear Explanation.I learnt the full example without any queries.Thnk u so much sir 🎉

Hello Sir, Thanks for sharing this fantastic video. About anchorage or development of the main bars and distribution bars in the footing: if the calculated length of the Ld is too long for the space available in the footing, the bsr is bent up at 90° at the corner. What if even after the bend, the Ld length calculated is still too long for the space available?

Please make for dynamic method also

Please make for dynamic method also 🥹

Sir very good presentation plz provide part 3 ❤❤❤

amazing animation and presentation

Thankyou sir

Hi, very educational video, can i have the slides ?

Please make videos on design of each structural member.

Sir where is moment calculations

Sir what is meant by monolithic?

Very very good video sir ji

Sir plz upload next all videos of this series and complete the series

One of the best video about slab design, everyone should recommend this

Thank You

Keep it up boss! Subscribed!!!

Sir make video on Footing for Biaxially loaded column

Nice

too good just love your video ❤❤

At time stamp 10:35, kindly consider "The Area of ABCD = 1022.25 x 10^3 mm^2". So subsequently the value of Two way shear will be changed.

Sir, I have one doubt in hatched area computation. Area of ABCD WHY did u divide by 1000

Sir is it correct to calculate spacing of bars placing in place of calculating number of bar.

nice explanation sir

Sir plz make more video 🙏🙏🙏🙏 on civil lecture

waiting for part 3

Thanks for the explanation. Can you please make a video on the Dynamic analysis of the building as per IS-1893 and how it differs from the dynamic analysis we performed by calculating the natural frequency and mode shape calculation in general.

sir how to check for bond and load transfer at the junction

Nice

Thanks for your sharing, why not check the deflection of RC Cantilever beam? Is it necessary to check or not? incase we have brick wall on top of it?

Very useful sir Thanks for providing such type of videos

In solving for the Mu about the x-axis, you did use the q average = 204.1 kN/m^2. Is it according to the code? If yes, what code is it?

Shouldn't the value of 'k' as calculated for design shear strength be nearly 1.24 for D=185mm?

Nice information.

Nice and very useful information

thankyou i have understood it clearly please cover all topic of civil

Beautifully explained 👏👏

Very nice liked it

Very informative and well explained

Sir very good presentation. How to prepare such a type of animated video.

Sir how to prepare this type of presentation. Using power point or any other software used.

Excellently explained ❤❤

Another great video with good graphical explanation

Super explanation sir go to more videos. This type of explanation not provided in any videos because you are explain with code book references. So no doughts are raised.

We need bar schadual .dear tutor

We need bar schadual .dear tutor

Thank you for your well explanation sir @VisualCivil

Too good loved this video and way explained

bending moment whether to use effective or clear span?

Another good video with very good explanation with good visuals as well. Keep uploading new structural videos

Is the reinforcement mentioned in the torsion in the different corners are the gross reinforcement? Bars are coming ftom two different direkction on the top and bottom. Will those be included while accounting for torsion reinforcement?