Analysis of Frames by Moment Distribution Method - Problem No 2 Analysis of T Frame )

[@dorothykane3321]

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 🙏❤

[@erwinsmith5038]

Sir, why use that formula for span BC? Isn't C pin support not fixed?

[@venkatreddypolapally2142]

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.

[@walterope3832]

Very elaborate explanation, clarity of thoughts

[@DukhuMia-dl8cu]

It is well presented and very helpfull.

[@dorothykane3321]

Very helpful 👌🙏 Thanks alot 🙏

[@maythulinnhtet742]

Is there that shaded part in final B.M.D shows sign (+,-)?

[@PriyagopalDas-tl2dp]

While taking moment about B in BC part, the length will be 3m instead of 2m in calculation of Rc

[@Stanacademy]

Moment is taken about C. mistyped as B

[@deborarose.k]

This helped me so much ❤️❤️🙏🙏🙏

[@souvik.fingtore]

osm sir

[@krupa-366]

1:14 Sir the structure is unsymmetrical so sway will occurs naaaa

[@Stanacademy]

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

[@bharathkrishnan5843]

thankyouuuuuu

[@alexanderigasan8740]

Thanks!

[@andrewnettleton411]

what about Ax and Cx?

[@darshantm6201]

Sir what if there is no fixed and overhanging beam is supported by hinged support, is it sway frame or non sway frame

[@darshantm6201]

Anyone knows the answer?

[@Stanacademy]

Could you please send me the figure of the question?

[@darshantm6201]

How do i send sir , I don't have your nu?

[@Stanacademy]

[e-mail]

[@AmitDas-rd6xj]

What about sway?

[@ChicKnowledge]

sir, is this sway or non sway type frame
if this is non sway ,why ?
sir please answer my question

[@Stanacademy]

this is non sway type because the hinged support will not permit sway.

[@ChicKnowledge]

@@Stanacademy thank you so much sir🥰

[@terminator19111]

always end distribution table in balance not in com.