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
Sir, why use that formula for span BC? Isn't C pin support not fixed?
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.
Very elaborate explanation, clarity of thoughts
It is well presented and very helpfull.
Is there that shaded part in final B.M.D shows sign (+,-)?
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
Very helpful 👌🙏 Thanks alot 🙏
what about Ax and Cx?
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
What about sway?
This helped me so much ❤️❤️🙏🙏🙏
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🥰
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
thankyouuuuuu
Thanks!
osm sir
always end distribution table in balance not in com.