Analysis of Frames by Moment Distribution Method - Problem No 2 Analysis of T Frame )
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- เผยแพร่เมื่อ 28 ส.ค. 2024
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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.
Sir, why use that formula for span BC? Isn't C pin support not fixed?
It is well presented and very helpfull.
Very elaborate explanation, clarity of thoughts
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
This helped me so much ❤️❤️🙏🙏🙏
Very helpful 👌🙏 Thanks alot 🙏
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
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
what about Ax and Cx?
Thanks!
osm sir
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🥰
What about sway?
always end distribution table in balance not in com.
thankyouuuuuu