All your videos were well explained in a very simplified form and a understandable procedure. 💯👌. I am now in a better position to do my structural analysis exam. You are the best!👑 Thankyou so much 🙏❤
Marvelous explanation, I think every student can understand perfectly. Sir, keep some videos on sway and nonsway frames. I think everybody will visit your videos on above examples by moment distribution method.
Even the structure is not symmetrical, there can be no sway if there is a support in the beam to hold the structure from swaying. There is fixed support and also a hinged support in ths beam. They will not allow sway
All your videos were well explained in a very simplified form and a understandable procedure. 💯👌. I am now in a better position to do my structural analysis exam. You are the best!👑 Thankyou so much 🙏❤
Sir, why use that formula for span BC? Isn't C pin support not fixed?
Very elaborate explanation, clarity of thoughts
Marvelous explanation, I think every student can understand perfectly.
Sir, keep some videos on sway and nonsway frames.
I think everybody will visit your videos on above examples by moment distribution method.
It is well presented and very helpfull.
While taking moment about B in BC part, the length will be 3m instead of 2m in calculation of Rc
Moment is taken about C. mistyped as B
Very helpful 👌🙏 Thanks alot 🙏
1:14 Sir the structure is unsymmetrical so sway will occurs naaaa
Even the structure is not symmetrical, there can be no sway if there is a support in the beam to hold the structure from swaying. There is fixed support and also a hinged support in ths beam. They will not allow sway
This helped me so much ❤️❤️🙏🙏🙏
Is there that shaded part in final B.M.D shows sign (+,-)?
osm sir
Thanks!
what about Ax and Cx?
What about sway?
Sir what if there is no fixed and overhanging beam is supported by hinged support, is it sway frame or non sway frame
Anyone knows the answer?
Could you please send me the figure of the question?
How do i send sir , I don't have your nu?
stankacademy@gmail.com
always end distribution table in balance not in com.
sir, is this sway or non sway type frame
if this is non sway ,why ?
sir please answer my question
this is non sway type because the hinged support will not permit sway.
@@Stanacademy thank you so much sir🥰
thankyouuuuuu
08:20