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Analysis of Frames by Moment Distribution Method - Problem No 2 Analysis of T Frame )
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- čas přidán 27. 12. 2021
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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.
Very helpful 👌🙏 Thanks alot 🙏
This helped me so much ❤️❤️🙏🙏🙏
It is well presented and very helpfull.
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 🙏❤
Thanks!
thankyouuuuuu
osm sir
What about sway?
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
always end distribution table in balance not in com.
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
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
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🥰