Thanks sir for making this video ,it helps me a lot
@abhishekmugalakhod8762 Жыл бұрын
Please make more video on this topic..
@NagarajuB-pz2fz Жыл бұрын
Sir also explain semi circular arch with udl
@Unknownrider1243 жыл бұрын
Thnku so much sir
@naidurongali87322 жыл бұрын
Sir.. in case of positive bending moment you didn't consider point load 100kn ..only you are consider horizontal and vertical reactions..please clarify my doubt sir..
@Stanacademy2 жыл бұрын
The distance for the point load is zero. So no need to consider that
@naidurongali87322 жыл бұрын
@@Stanacademy ok sir. Then If UDL is given then how will I consider distance x
@naidurongali87322 жыл бұрын
@@Stanacademy please reply sir
@Stanacademy2 жыл бұрын
@@naidurongali8732 You have to check which vertical reaction is high. You have to make a section on the half where reaction is high. Then find the distance and moment
@shaikshahida54642 жыл бұрын
We are considering upto the cross section only ,so we neglect the loads at that cross section
@AnilNuthakki6 ай бұрын
Hello Sir I have small doubt Maximum BM negative X^2=29 2x=29 X=29/2=14.5 "But how to calculate" X= 5.38 Please your valuable reply