Moment Distribution Method Sway Frame | Inclined Leg

  Рет қаралды 43,010

DCBA online

DCBA online

Күн бұрын

Пікірлер: 54
@souvik.fingtore
@souvik.fingtore 11 ай бұрын
The word" teacher" meaning define by ur teaching style and explanation & thanks fram JADAVPUR UNIVERSITY.....😍
@syedshabbirhassan3742
@syedshabbirhassan3742 4 жыл бұрын
You explain better than my teacher👌
@durgeshchauhan9773
@durgeshchauhan9773 2 жыл бұрын
Hello sir i see your many structural analysis video i like your explanation and calmness... Sir i want to request you to make a series of a column anolgy method specially portal frames...
@MujibullahKarimi
@MujibullahKarimi 4 жыл бұрын
Respect from Afghanistan 🇦🇫
@rahmanrahmani2896
@rahmanrahmani2896 5 жыл бұрын
Excellent presentation. Could you please do one portal frame with lateral UDL (wind load) on one side and transverse UDL on roof. very similar to design of a ware house. Thank you !
@amanchopra2362
@amanchopra2362 6 жыл бұрын
Sir g you are best in the world ... Love the video
@DCBAonline
@DCBAonline 6 жыл бұрын
Aman Chopra thank you so much 😊
@amanchopra2362
@amanchopra2362 6 жыл бұрын
DCBA online sir don't you have a video on moment distribution method for portal frames which are straight and not inclined
@sailendranathpal8
@sailendranathpal8 Жыл бұрын
❤😊
@Aditya20_00
@Aditya20_00 4 жыл бұрын
the best explanation keep rocking
@mostafamohamed9044
@mostafamohamed9044 6 жыл бұрын
respect from egypt 😍👍👍
@DCBAonline
@DCBAonline 6 жыл бұрын
Mostafa Mohamed thank you so much, honored. -from India.
@shashwatvijay2488
@shashwatvijay2488 4 жыл бұрын
very detailed explanation, thanks for the video
@uddhavpatil8393
@uddhavpatil8393 6 жыл бұрын
Sir is we consider in beam far end fixed as (I/L) and in frame far end fixed as (4I/L)
@manojagrahari7539
@manojagrahari7539 3 жыл бұрын
thank you for the video
@sonalimishra5137
@sonalimishra5137 5 жыл бұрын
Thanku so much sir☺☺
@sanasidra5710
@sanasidra5710 3 жыл бұрын
Can you tell me how did you calculate theta please.
@the_right_path_14
@the_right_path_14 6 жыл бұрын
when i calculate the resulte on linpro (only for the no sway frame-only the 10 KN) am getting different results any idea why ?
@Mysterious_universe601
@Mysterious_universe601 3 жыл бұрын
Why we take P/Q ratio in last step?
@dhannjaysahu2789
@dhannjaysahu2789 4 жыл бұрын
Sir in the video timing at 28:27 you are calculation for v2 it was wrong because you not consider the 10kn load down ward direction ??? I think forget that
@DCBAonline
@DCBAonline 4 жыл бұрын
No, in that step we remove all external loading and only calculate using sway moments.
@dhannjaysahu2789
@dhannjaysahu2789 4 жыл бұрын
@@DCBAonline okk
@nikhilvyas9633
@nikhilvyas9633 4 жыл бұрын
Sir trignometry wala portion thoda sa explain kr dete
@ashishjani8911
@ashishjani8911 7 жыл бұрын
Very good sir thank you
@ahmedhyd867
@ahmedhyd867 6 жыл бұрын
Thank you so much for detailed explation, please suggest a better book for structural analysis 1 and 2 to refer
@DCBAonline
@DCBAonline 6 жыл бұрын
ahmed Hyd you can refer Structural Analysis by Thandavamoorthy or Ramamrutham
@ahmedhyd867
@ahmedhyd867 6 жыл бұрын
Thanks again
@Vivikanni
@Vivikanni 3 жыл бұрын
At non sway ..why you have taken in column CD V2 *2
@Vivikanni
@Vivikanni 3 жыл бұрын
I got cleared this
@muralimanoj8748
@muralimanoj8748 7 жыл бұрын
Hello Sir, Thank you very much for the lecture but may I know how do you find horizontal displacement of frames? because I tried your formula where horizontal displacement (delta) = (moment * length of member^2) / 6* elastic modulus of the member * inertia of the member but answer did not watch results from software like Abaqus.. Please let me know the procedure for calculating frame deflection due to sidesway.
@DCBAonline
@DCBAonline 7 жыл бұрын
MURALI MANOJ, i believe you are talking about the formula 6EI(delta)/L^2 you cannot apply this formula directly to the whole frame as you might have seen in the video i have calculated moments for every single frame member separately using their respective deflections, if you want the final displacement value of the frame i.e. sidesway delta value then you can refer the slope Deflection method of the same problem on my channel there you will get the final delta value and you can cross check it with Abaqus.
@muralimanoj8748
@muralimanoj8748 7 жыл бұрын
Thank you very much for the quick response.. does slope deflection gives accurate result than moment distribution method? slope deflection method seems to be complex when more frames are involved.
@snehasoni8225
@snehasoni8225 6 жыл бұрын
Thank you sir
@parashkhand3388
@parashkhand3388 7 жыл бұрын
Really helpful 😊😋
@vishalakhade8697
@vishalakhade8697 7 жыл бұрын
Sir please add more video for stiffness method
@diwakarramagowda4557
@diwakarramagowda4557 6 жыл бұрын
sir please upload T-Frame in MDM and Kanis method sum ..we have exams on 15th nov. please sir.
@harivelu6642
@harivelu6642 5 жыл бұрын
As column CD is an inclined member, why don't we multiply that reactions with theta
@DCBAonline
@DCBAonline 5 жыл бұрын
Because all the reactions we have taken are in vertical and horizontal direction, no inclined reaction.
@harivelu6642
@harivelu6642 5 жыл бұрын
In column CD the member is inclined..but the reaction u taken is exactly vertical is that ok to approach like this
@DCBAonline
@DCBAonline 5 жыл бұрын
@@harivelu6642 it is ok as long as you are taking reactions aligned with global X-Y axis and not local X-Y axis.
@harivelu6642
@harivelu6642 5 жыл бұрын
Kk sir thanks
@kanaiahkumar6833
@kanaiahkumar6833 7 жыл бұрын
Sir please give a lecture on pure sway type portal frames
@DCBAonline
@DCBAonline 7 жыл бұрын
kanaiah kumar pure sway type portal is much easier than this one, it only has deflection in one direction particularly horizontal. In that there will be no vertical deflection hence deflection for member BC would be 0 and deflections for member AB & CD would be `delta'
@Alma127
@Alma127 4 жыл бұрын
THANK YOUU
@gatlamaheshkumar2495
@gatlamaheshkumar2495 7 жыл бұрын
Hi sir please post how relative stiffness for fixed end and hinged end are derived
@DCBAonline
@DCBAonline 7 жыл бұрын
Please refer to this video on my channel kzbin.info/www/bejne/m3WYlaaGn9-fhZo
@ayushyadav2028
@ayushyadav2028 7 жыл бұрын
relative stiffness was k/€k no? so by that it was coming as 0.5. then how is this EI?
@DCBAonline
@DCBAonline 7 жыл бұрын
Ayush Yadav relative stifness os not k/€k that is distribution factor Relative stiffness has formulas based on far end conditions.
@ayushyadav2028
@ayushyadav2028 7 жыл бұрын
o ha... relative stiffness is itself k
@vasachisenjubean5944
@vasachisenjubean5944 5 жыл бұрын
Why isnt it EI/L?
@coprajkhinchi
@coprajkhinchi 5 жыл бұрын
Supeeer
@amrutapokharkar2264
@amrutapokharkar2264 7 жыл бұрын
please makes vodios for flexibility method sir as far as possible
@DCBAonline
@DCBAonline 7 жыл бұрын
ok Amruta, my next upload is slope deflection method for this same problem as i have mentioned in the video and it iis on verge of completion so after that video my next upload will surely be on flexibility method.
@DCBAonline
@DCBAonline 7 жыл бұрын
Amruta, i have made a video on flexibility matrix method, you may refer it through this link: kzbin.info/www/bejne/iH3NmGptl5Wejas
Moment Distribution Method for Sway Frames | Portal frames
23:22
DCBA online
Рет қаралды 140 М.
Moment Distribution Method | Analysis of Indeterminate Beam
29:47
All About Structural Analysis and Design
Рет қаралды 112 М.
Mom had to stand up for the whole family!❤️😍😁
00:39
Cool Parenting Gadget Against Mosquitos! 🦟👶 #gen
00:21
TheSoul Music Family
Рет қаралды 33 МЛН
小蚂蚁会选到什么呢!#火影忍者 #佐助 #家庭
00:47
火影忍者一家
Рет қаралды 126 МЛН
Человек паук уже не тот
00:32
Miracle
Рет қаралды 2,5 МЛН
Moment Distribution Method Structural Analysis - 1
23:29
DCBA online
Рет қаралды 130 М.
Moment Distribution Method -  Frames with Sidesway
23:31
The Efficient Civil Engineer (by Dr. S. El-Gamal)
Рет қаралды 12 М.
Stiffness Method | Working Rules | Direct Stiffness Method
15:44
Ganesh Shegar
Рет қаралды 109 М.
BBC Presenter WRECKS Israel’s Spokesman, Video Goes Viral in Britain!
20:56
OpenmindedThinker Show
Рет қаралды 918 М.
Understanding the Deflection of Beams
22:15
The Efficient Engineer
Рет қаралды 914 М.
Unsymmetrical Portal Frame:Sway Problem by Moment Distribution Method: explanation,numerical example
41:12
Dr. Suchita Hirde Civil Engineering Videos
Рет қаралды 6 М.
Analysis of Frames by Moment Distribution Method  - Problem No 1
17:36
Mom had to stand up for the whole family!❤️😍😁
00:39