Moment Distribution Method Example 2

[@TheInertBoyz]

Distribution factor for BC , here C is hinged support so stiffness must be 3I / L . Youbused 4I/ L

[@Catloverss95]

Moment distribution method from basics
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[@AbdullahKhan-hs4nk]

God bless you sir ...

[@subhitakumari8976]

Far end hinged stiffness factor should be 3I/4L.sir

[@srinurao3327]

Yes bro..you are correct..at hinged support stiffness K = 3/4 I/L...then all values need to be corrected

[@pankajkporwal]

If you do that then the carry over factor will also need to be adjusted according to fixed - pinned beam. What you are saying and this method, both give same final result.

[@pankajkporwal]

@@srinurao3327 If you do that then the carry over factor will also need to be adjusted according to fixed - pinned beam. What you are saying and this method, both give same final result.

[@Alwaysawinner001]

Samajh aa gya😎😎😎

[@pankajkporwal]

👍👍

[@HMM77777]

Hello!
A small confusion concerning distribution factor for member B-C. The stiffness factor for BC should be multiplied by 3/4 as the support at C is pinned. Correct me if am wrong please.
Thank you.

[@pankajkporwal]

If you do that then the carry over factor will also need to be adjusted according to fixed - pinned beam. Both methods give same final result.

[@HMM77777]

@@pankajkporwal Yes!
Okay great. Good to know that. Thank you 👍

[@srinurao3327]

Dear sir I did the same example with both methods are almost same values..thank you sir

[@Subtlethings07]

@@pankajkporwal I can’t understand this. Plz explain

[@AbdullahKhan-hs4nk]

Sir one thing is confusing a little why we are using different stiffness factors K for beam and frames...??
What are there different formulas please answer..

[@naveedladha4211]

11:44 sir i thought we cant transfer the moments in BC to CB can the ends of C is hinged and we cant have moments at end when its hinged

[@suhailrather985]

Sir member BC distribution carry over moment zero to c .bcoz there is hinged support

[@Catloverss95]

Moment distribution method from basics
ruclips.net/video/rI9qaseL1rs/видео.html ruclips.net/video/giByuMBUSl0/видео.html ruclips.net/video/RljSGJHvt3A/видео.html

[@digbycooke7510]

How do you know how many times to carry over and times by the distribution factor?

[@Catloverss95]

Moment distribution method from basics
ruclips.net/video/rI9qaseL1rs/видео.html ruclips.net/video/giByuMBUSl0/видео.html ruclips.net/video/RljSGJHvt3A/видео.html

[@kavikavi4744]

why sway is not calculated for this frame sir.

[@pankajkporwal]

Because the members are assumed to be axial rigid and the way it is supported, there will be no sway, ie, point B will have zero horizontal displacement. In fact the displacement of point B will be 0.

[@jacl5778]

Shouldn't C have 0 moment due to it being a pinned connection?

[@Catloverss95]

Moment distribution method from basics
ruclips.net/video/rI9qaseL1rs/видео.html ruclips.net/video/giByuMBUSl0/видео.html ruclips.net/video/RljSGJHvt3A/видео.html

[@SanjaySingh-cj2ip]

Sir support c is not fixed.....it is a hinged support......

[@pankajkporwal]

Yes. That's why k_c,wall = 0. At fixed support k_wall = infinity.

[@ravishangunarathna9229]

@@pankajkporwal but can we take fixed end equation at C ( hinged support ) wLXL/12 imaging both are fix