2 жыл бұрын
2 жыл бұрын
Пікірлер
@mahi.monstar.0138 18 сағат бұрын
Accha sir
@aliyuumarsaidu5351 3 күн бұрын
Thank you so much prof. For sharing the knowledge
@Ahgcc 5 күн бұрын
thankyou
@dyaafarhat 5 күн бұрын
Excellent 👌
@FADIAMAHMOUD-oq3uk 6 күн бұрын
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 🥺
@civl112 8 күн бұрын
why can't we just integrate the load w(x) twice to get BMD？
@babugoudaspatil5667 8 күн бұрын
Thank you sir
@creative-nb1vz 10 күн бұрын
What are the method to solve indeterminate structure and what are they ?
@arunodayrai6169 13 күн бұрын
1.5 m
@user-hv5zl6xh3f 15 күн бұрын
You not shaked 301
@AbreMaldwyn-sh7kf 16 күн бұрын
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?
@readershubnaman 16 күн бұрын
thankyou sir today is my exam
@thebossff6074 18 күн бұрын
Thank you sir for such helpful video.
@67siddheshtiwale12 24 күн бұрын
xu for doubly r. section = 0.87.fy.Ast-(fsc-fcc).Asc/0.36.fck.b
@JyotiradityaSinghRathore-nu3hv 27 күн бұрын
Thank you brother👊
@chandachouhan9560 27 күн бұрын
thank you sir
@adarshalagur9148 28 күн бұрын
Where can you get 28mm dia reinforcement bar !??? I haven't seen anywhere.😅😮
@VishalKshettri 29 күн бұрын
Does 'Cr' mean effective cover?
@VishalKshettri 29 күн бұрын
Does 'Cr' mean effective cover?
@badAssfighter007 29 күн бұрын
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 ???????????
@soibamkhagemba8245 29 күн бұрын
when you take d as 450mm emin aint 20 its greater than 0,05d . so its not satisfying . please explain this
@mudasir_butt Ай бұрын
Calculation are wrong
@user-ym1vs6ru7n Ай бұрын
Tnx sir
@prasannaashok1154 Ай бұрын
Perfect explanation no doubts 🎉
@mosessomu9131 Ай бұрын
Real good i am prof str er,God. Bless u❤❤
@joramtajam4127 Ай бұрын
Your problems is incomplete without diagram???!
@IpremiumSsarcasmi Ай бұрын
Sir Pa jeet, you are amazing
@IpremiumSsarcasmi Ай бұрын
4:16 What?
@Allinone-hf5uu Ай бұрын
When 3EI / L coming ???
@rajkamalduarah2904 Ай бұрын
Hats off to you man
@onlyyou1957 Ай бұрын
Final exam, watching at 3.33Am
@aram6324 24 күн бұрын
Same 3:10 Am ))))
@harshk.5179 Ай бұрын
How do you provide bars of 8mm and in another videos 16mm and 6 mmm by your own can you please explain
@calvindete6577 Ай бұрын
Very educative,thank you.
@solomonsandesh8632 Ай бұрын
Thank you brother.. Ill try today
@venkateshmurthymurthy308 Ай бұрын
Tq for excellent explanation sir
@shreyawaghmare6389 Ай бұрын
Thank You Sir. It helps very well in my Endsem
@garrixergaming692 Ай бұрын
Example from RCC BC Punmia 🤩🤩
@karnavsood9750 Ай бұрын
While calculating SFD ......how 30*4*6 come
@Itz_Pawangoled Ай бұрын
Sir why did u take BM of -ve value upside
@sindhu3297 Ай бұрын
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.
@tashatariku6332 Ай бұрын
i'm watching u from ethiopia thank u
@jentijenti6153 Ай бұрын
Va
@sindhu3297 Ай бұрын
Sir u didnot do deflection check?
@she_The_little_Dua Ай бұрын
Sir. Im a structural designer. Can i apply this method to design beams
@anushreesujatha8281 Ай бұрын
Sir please continue your teaching it's very helpful to hus
@chinmoy_ce_135 Ай бұрын
Sir if moment are given in the question on shorter side and longer side then how to calculate
@napomokhethi7818 Ай бұрын
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?
@sindhu3297 Ай бұрын
Sir factored load 1.5xload why not considered plz explain sir.
@tangumalakian3792 Ай бұрын
Sir please use different pen.. it hurts our teeth.. very sensitivity❤
@ClericJohnPreston. Ай бұрын
you're the best 🛐