Video

Video ki thumbnail me mistake kr diya sir. Flexible pavement me top pe concrete likha hua h.

Is this formula is standard in all codes about type of column? Or only in particular Country’s code ?

Which code is this please ?

Can you please let me know the author name of the soil mechanics book?

Pile cap is first construct or pier which one

Très bien merci la

Thnkuu sir❤

what structural meaning has R=Le/B?

Helpfull video.thank you

thank you indian man u just saved me

Lapping zone in 4/8" and 6/8 inch and 8/8" are ?

What if material stress value at ultimate strength is same as yield strength point, does that mean 0 Factor of Safety?

How can force per unit length be height ?

I favorite this Big life working construction company LTD 💪 I can adding my power to promote our country 🇬🇦

Sir if 2 different dia bars used, which dia should be considered for overlapping length? Also what is that tension region and why overlapping not allowed there ? Pls explain above 2 questions

Isn't 250 kN? Because the conversion is wrong

Ĺllòp

Thank you sir ❤❤❤

Nice Information Sir

First comment for, good information ❤

This is what I will ask as well.

Eright moisture content helps compaction

Why we 50 more loads dirt you losse 22%un compaction

Thank you sir

this is a strange way to do it, it appears wrong if you run it through a simulation like beamguru

😮

Can we consider bending stress as shear stress?

Thanks it is good for refreshing our brain

l/20 where 20 is in inches or meters

No Earthquake resistances provided? And No expansion joint in slab and asphalt layers why ? ... Please make a detail vedio and accurate, so learner couldn't get confuse. However it was a great work 😃 tnk u

Bending moment diagram is wrong

speak english

clear and concise 👍

Thanks for explaining the types of cracks and places of occurance. But what is the solution to strengthen at such places of cracks? In a recent incident I did observe that the 2 main rods of the beam were cut off Abou 1.5 feet frm the column.(To mount an A.C.installatio hole was dilled.due to that the main rods were cut off) Now how to safe gaurd the beam and eventually the structure. The residential building is G+2. can you pl .give solution?

sir u are so freaking good please do more contains which is related to soil mechanics and geo tech I really need to understand before I do master degree ! Wish U all the best

Sir flat slab is similar to two way slab??

Thanks sir, very helpfull

Clearly you fully understand the topic as the visual drawings are great. Although, I struggled to understand a few names at key points. I appreciate that teaching in a second language is no easy thing. Would love to have understood more (Y)

Thank you so much 😊

SIr u are the best I took a whole year and paid for private and still don't understand and glad to find your channel

Very helpful. Thank you!

You should have shown the shuttering

How many types of toughness are there?

No deck pans?

You had a mistake bro, Gamma D ka formula Ysat÷1+w nahi hai yb÷1+w hai. but in this case you don't have (Yb) that's why you should take YD=G.yw÷1+e.

But how do you come up with the constant 48?

Simply fantastic and so easy to understand, Excellent presentation. The stirrups spacing near the columns should be 150 mm and in the middle 300 mm maximum. 500 mm throughout is too much

This clears up my confusion regarding the types of slabs, thanks.

I have a question... #3 represents 10 mm dia bar... If we covert it into inch then we found = 0.394 inch Then the area is = 0.1217 inch square.... What should we take?????

Thanks