Video

Accha sir

Thank you so much prof. For sharing the knowledge

thankyou

Excellent 👌

Thank you sir, I have understand you very well,but our teacher give us an assignment to calculate error encounted on such a problem if any,so can you explain it to me please 🥺

why can't we just integrate the load w(x) twice to get BMD？

Thank you sir

What are the method to solve indeterminate structure and what are they ?

1.5 m

You not shaked 301

What if the reactions at same support are different? For example, Mba and Mbc are different, What will be the final moment at support B?

thankyou sir today is my exam

Thank you sir for such helpful video.

xu for doubly r. section = 0.87.fy.Ast-(fsc-fcc).Asc/0.36.fck.b

Thank you brother👊

thank you sir

Where can you get 28mm dia reinforcement bar !??? I haven't seen anywhere.😅😮

Does 'Cr' mean effective cover?

Does 'Cr' mean effective cover?

in most cases when fe 250 is provided as compression reinforcement then it will attain its design yield point but in case of fe415 and fe500 steel,it is not possible WHY ???????????

when you take d as 450mm emin aint 20 its greater than 0,05d . so its not satisfying . please explain this

Calculation are wrong

Tnx sir

Perfect explanation no doubts 🎉

Real good i am prof str er,God. Bless u❤❤

Your problems is incomplete without diagram???!

Sir Pa jeet, you are amazing

4:16 What?

When 3EI / L coming ???

Hats off to you man

Final exam, watching at 3.33Am

How do you provide bars of 8mm and in another videos 16mm and 6 mmm by your own can you please explain

Very educative,thank you.

Thank you brother.. Ill try today

Tq for excellent explanation sir

Thank You Sir. It helps very well in my Endsem

Example from RCC BC Punmia 🤩🤩

While calculating SFD ......how 30*4*6 come

Sir why did u take BM of -ve value upside

Sir when design a whole building in real then we dont have column dimemsions so we have to design it. Then how we get the dimensions like 230x230 or 500x500 like this. Plz explain sir.

i'm watching u from ethiopia thank u

Va

Sir u didnot do deflection check?

Sir. Im a structural designer. Can i apply this method to design beams

Sir please continue your teaching it's very helpful to hus

Sir if moment are given in the question on shorter side and longer side then how to calculate

So an road construction, are there anything u need to add if u transfering levels or u just do it exactly like in the Video?

Sir factored load 1.5xload why not considered plz explain sir.

Sir please use different pen.. it hurts our teeth.. very sensitivity❤

you're the best 🛐