Kani's Method - Type 1 Problem

Hello friends, welcome to DCBA Online.
In this video lecture we will be learning the Kani's method of analysis. This video lecture is Kani's method for continuous beams in english which is used for analyzing and finding moments and forces. This video is kani's method for non sway frames or kani's method for frames without sway. On successful completion of this video you will have solved Kani's method problem. Kani;s method of structural analysis is based on stiffness method or rotation contribution method.
You will also learn about the displacement factor in Kani's method
Reference links:-
Type 1 Problem:
By Kani's method: • Kani's Method - Type 1...
By MDM: • Moment Distribution Me...
Type 2 Problem:
By Kani's method: • Kani's Method Type 2 P...
By MDM: • Moment Distribution Me...
Type 3 Problem:
By Kani's method: • Kani's Method Type 3 P...
By MDM: • Moment Distribution Me...

[@cre.de.commune68]

The best tutorial in all aspects...Heartfull thanks

[@naraharimanne5240]

thanks sir for explanation in excel

[@tommyhauhnar2766]

One of the best lecture i have ever gone through....keep it up and may GOD bless you

[@arvindk451]

Love the use of spreadsheets for calculating, saves time, I do the same while solving analysis problems.

[@DCBAonline]

+G Arvind Kumar thank you so much, appreciated.

[@naraharimanne5240]

Thanks sir you are explained well in excel

[@hemanjalinagpure8201]

thanku so much sir... ur techniques is awesome. ..it's easier than others..

[@revanthdharukumalli8113]

Brooo uuuu rrrr excellent in teaching Easy to understand Explained well Continue like this

[@DCBAonline]

Thank you so much,still working hard for making it more easier :-)

[@ispittruth5537]

Please make kanis method for sway frame

[@106mudeparamanandamnaik6]

The explanation is very good. Please do a problem on portal frame by kanis method with sway condition sir

[@khalidimtiaz4627]

Very helping and nice video. I don't know by coincident or what, this problem was our first Kani's method lecture. :) But you explained it better, or I'm just concentrating more due to midterm.

[@DCBAonline]

Khalid Imtiaz Thank you so much, means a lot, your positive comments gives a motivation to work more for you ppl.

[@emmyemtiyax8224]

Nyc work sir Plxx upload more problems of kani's method

[@aniruddh2025]

Sir make a video on column analogy method too...👐🙏

[@lenynff1172]

podria subir la hoja del calculo de momentos, es muy util ,,,, MUCHAS GRACIAS

[@mogli4623]

Hw to do frames

[@jasminmalik3194]

Very nice

[@gopalpitla700]

Tq sir

[@gatlamaheshkumar2495]

Sir need sway analysis , pure sway of kanis method

[@manjujk2349]

TQ SIR

[@amannaghate5512]

Thanks a lot sir

[@tajamulislam8019]

if there is a complex portal frame then how do we find final moment in that case because it has 3 values of rotation factor and how can we cross them..plz sir tell me

[@aakashparab1490]

Thanks bro

[@deepaksaklani3344]

make a vido of mechanics of basic concept ...plzz sir and stucture

[@cedricmwendanga5803]

why , when you find the last line where there is no change in moment anymore, you copied it for the second time and then you crossed the values？

[@sarveo]

When you say that latest iteration value from adjacent support I've a doubt. For support B when you say latest iteration value from right support then it's from span DC(since it is part of same support C) but you go with iteration value of span CB which solved earlier than DC. So please clarify how is the 'latest' word applicable here?

[@DCBAonline]

Sarvesh Chitke , the latest iteration value for any intermediate support will always come from its adjacent members, since Kanis box is only drawn for intermediate supports. Now coming to support B, the latest iteration vale from left support i.e. A will be taken from member AB & the latest iteration value from right support i.e. C will always be taken from member BC ,if you closely look then member AB & BC are members which are connected to support B which is currently under consideration. So to summarize what i said above always take values of members which are connected to the support which is into consideration. I hope your doubt is solved.

[@sarveo]

DCBA online thanks for clarification

[@sarveo]

You're doing good. Go ahead!

[@DCBAonline]

Thank you so much.

[@murtazashamshi6775]

Plastic analysis of bream and frames

[@DCBAonline]

Murtaza Shamshi Plastic Analysis Basics & Concepts kzbin.info/www/bejne/q6eWqGh3dtGXq9k

[@eduardojavierpachecolaband8880]

no usa lo 3/4 para multiplicar, a de estar mal la respuestas lo hice en un programa y no coinciden

[@DCBAonline]

He resuelto el mismo problema utilizando el slope deflection method y las respuestas coinciden, por lo que el problema es esencialmente correcto

[@yaarshikrishna4834]

Sir relative stiffness formula used

[@yaarshikrishna4834]

So explain that

[@DCBAonline]

kzbin.info/www/bejne/m3WYlaaGn9-fhZo you can refer to this video on my channel. It is about relative stiffness, however in Kanis method we use rotation factors which are closely related to relative stiffness, hope the above link helps you.

[@rahuldoddamani298]

which software is that

[@DCBAonline]

NAM CINEMA MS EXCEL 2016

[@diflection1]

Mc=4100/99

[@diflection1]

Ma=1780/99

[@diflection1]

Mb=5240/99

[@diflection1]

Md=920/99

[@muneernajar9597]

Wrong question sir..Mcd=wl/8...u have used wrong formula.. Load is at centre..

[@manojp8387]

Muneer Najar plss Go and watch again that step ... He told that we can use both the formulae

[@amarnathreddy5386]

sir your voice is no clarity..........

[@livsports5343]

thank u sir.....