Excellent way of explaining 😊

Hello @04:16 Mui = 0.4 Mui + 0.6 Mu2 is always greater than 0.4 Mu2 as 0.6 is greater than 0.4? Sir could you explain it?

Hello, amazing video. what soft do you use for those graphics?

Sir main aapka Hardik video dekhta hun. 👀 Sachmuch Mein Sir aapka video bahut bahut hi Achcha Hota Hai 💖💖💖💖💖💖.. Mujhe aapka video Har EK video lagta hai💖💖..

Sir please🙏 upload wind load calculation 💖💖

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Very well explained

Why your ex and ey are parallel to y-axis and x-axis respectively?

Very good explained sir keep make more videos for civil engineerings i am always with you

Pls show 2 way slab too:>

May we know that measure or amount of eccentrity to be considered negligible and significant?

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Why shear has not been checked as it was checked in simply supported 2 way slab?

Hello I need help in designing a 6m x 3m billboard. Height from ground level to bottom length of board is 2m I want to use 3 x ( 100mm x 100mm x 5mm) steel sq tube as column. Soil is hard Will take your design to a engineer to get it certified

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Sir frame structure lintel design video 🎥upload please🙏🙏🙏 💖✨

Bro, How to know if i need double mesh or single mesh reinforcement?

Dear Mahajan sir, I need excel sheet for various type of isolated footing given in your course. I am unable to access the site through link. Kindly send the excel sheet.

Sir very beautifully explained with beautiful presentation, thank you so much sir ,sir kindly provide the pdf of all these column tutorials please❤❤❤

Very good. I comment your presentation

Thanks a lot for teaching in such an easy way......... please make a vdo for the trapizoidal footing or slopped footing with upper rebars as box bars footing and also clumn beam & slab design with reinforcement as it was descriped......

Sir ye footing kamse kam kitna feet hona chahiye.. agar 5th floor bana rahe hai to

Awesome sir , Its crystal clear to understand . also make a video on design of stair case

Nicely explained Good.

Why chose two continuous and not discontinuous shorts bars for tension bars at support?

My Best Channel

upload videos for dynamic method too

hats off to the effort! subscribed!!

you are covering basic required for under graduate. Is it any plan to cover software like staad pro or ETABS.

Best video....Thank U sir....❤

Sir,I saw the all Design video topics.you provided Excellent detailed teaching with Each every topics. thank you so much sir.🎉🎉🎉

My humble suggestion it must be Good if you do online coaching to gate students and compititive Engineering exams

The explanation as well as all steps of calculation is very clear ! Thank you so much

How did you calculate the length of lever arm ?

If minimum eccentricity more than 0.05 times of lateral dimension then... ?

Plz explain real life pratical example and difference when to use clause D1 and D2 .

I watched your both videos on slab design. 1. Restrained two ways , 2 two ways slab .. you have used same diagram in both videos ( slab resting on 4 side wall ) plz explain when to use this method and when to use other one . 2. In this method we need to provide torsion reinf. But on the other method we do not need to provide torsion reinf . Is it so ?

Very useful

Thanks for the video. We'll explain and Very informative and helpful for me as a civil engineering student who was trying to develop a column and beam layout for a two storey building in my structural analysis class. Thankyou 🙏

Sir please do share videos on shear wall and its design

Very useful for students sir tq

excellent sir

Thanks a million Sir

Awesome thank you for sharing

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Absolutely fantastic video

Great visual work to explain.