Moment Distribution Method (Continous Beam Example 1)

[@midnightson787]

This is THE BEST explanation on UA-cam for moment distribution method, better than Engineer4Free Structure Free and Dr Structure

[@CivilEnggLectures]

Thanks

[@musawakasonde1973]

Firoz Nadaf is the best in structural analysis.......very calm and composed in the way he delivers the solution !

[@CivilEnggLectures]

Thanks Musawa

[@shreyasoma4375]

Did you just save my life? God bless you 😭😭

[@Catloverss95]

Moment distribution method from basics
ua-cam.com/video/rI9qaseL1rs/v-deo.html ua-cam.com/video/giByuMBUSl0/v-deo.html ua-cam.com/video/RljSGJHvt3A/v-deo.html

[@hanadmuseali4039]

Tomorrow i have ETE of structure 2 and i was thinking just to skip this question but u helped me alot and ur explanation is on point👌👌 well done sir

[@comedytime_official]

Thank you very much sir, your explanation is very easy to understand even for dull people's also... I watched many other videos of MD method before, but after watching this I'm clearly able to understand.....

[@sarvaniduvvuri5765]

Thank you very much sir. Really it meant a lot to me. Just 25 min made me feel relief ☺🤗😍😍😍

[@CivilEnggLectures]

Thank you for watching my videos

[@sidahuja2851]

A big thank u...
U hv cleared all my confusions about MDM ...pls make more vdos on structure

[@CivilEnggLectures]

Thanks for watching my videos

[@mallikarjunkonnur2258]

hey tqsm broo, u said it simply to solve these problems.......

[@muhammadsalman2084]

i like this Firoz bhai it helped me to understand the method keep it up

[@shaikhaabid8916]

nice video sr it was too helpful for understand the MDM method thnk u sr

[@osthikaleem4076]

tq

[@Ajayvarma-co7tc]

Thank u sir ur explanation was to easy to understand ..

[@selvanurfriend.9990]

Thank you sir..🙏
Thank you soo much..🙏

[@CivilEnggLectures]

Most Welcome

[@selvanurfriend.9990]

Before I watched this video..
I have lot of confusions in that..
But u easily clarified my doubts in a single video...
Again....thank u soo..much 🙏

[@nazmulhossainemon5683]

this Channel is helpful brother

[@CivilEnggLectures]

Thanks

[@thushyathushy9425]

Nice method for the moment Distribution method

[@CivilEnggLectures]

Thanks

[@islamforeveryone9625]

MA sha ALLAH bhai aap boot batreen kaam kar raha hian keep it up

[@divyagandugandu1238]

tq so much sir ..Very esay explanation ...

[@sonalkurdekar1688]

Thanks u helpd me when I got stuck in between solving the mom table

[@rohit-pr9vq]

Try it. drive.google.com/file/d/1wHEBUAoueCif0ncRh-szji3umcENN_wn/view?usp=drivesdk

[@huzaifakhan7110]

Thank you so much sir. This video partly saved my job.

[@CivilEnggLectures]

What kind of job? Design?

[@huzaifakhan7110]

@@CivilEnggLectures I'm actually in execution and planning but they recently gave me an assignment to design a 10000sqft composite slab.

[@tarikulislamtarek7065]

It is really a awesome class.....

[@Jensourabh]

Great video sir

[@gumamahesh2553]

very good explanation bro

[@kadarikaisar836]

Its easy to understand
Thanks

[@avinashrahi9489]

Nice video

[@shaileshranjan3265]

you making nice video sir but make videos on fixed beam

[@govichandu7194]

THANK YOU SIR

[@nandaumachagi9502]

Thank you so much sir

[@harijaswanth9630]

Thank u sir for explaining

[@Catloverss95]

Moment distribution method from basics
ua-cam.com/video/rI9qaseL1rs/v-deo.html ua-cam.com/video/giByuMBUSl0/v-deo.html ua-cam.com/video/RljSGJHvt3A/v-deo.html

[@anitahambre486]

Thanks sir😍😍

[@ankitrakshit6032]

Sir i liked ur video and understand the mdm in fixed beams but unable to solve overhanging beams problems pls help me

[@CivilEnggLectures]

How can I help u

[@srinurao3327]

Dear sir..as you said when ever far end is fixed we should carry over..what about carry over if end support is hinged ..please clarify

[@CivilEnggLectures]

No carry over moment when far end is hinged or roller support.

[@CivilEnggLectures]

I also suggest you to see my video on fundamentals of Moment Distribution factor.

[@mr.x0380]

12:08 sir minus nhi aayga kya?!?

[@purplebuus551]

In some problems the c.o is done only about one or two times... I don't understand how much c.o we should do for diff problem..can u help me

[@karanpatel1130]

Jordar

[@clevenmizzi9073]

So even if the intermediate support is a pin, it will be assumed it is fixed since its intermediate?

[@CivilEnggLectures]

There is some partial fixity in intermediate support, for analysis by displacement method it is assumed as fixed... But it is not representing the exact nature of fixed support.

[@clevenmizzi9073]

@@CivilEnggLectures Thank you sir

[@islamforeveryone9625]

zbrdst bhai very easy and unerstandable meathod of teaching.
I have a question , what we do if in carry over step we does not have fixed support ?

[@CivilEnggLectures]

thank you...no carry over moment if the far end is hinged or roller...
intermediate support is treated as fixed support.

[@islamforeveryone9625]

@@CivilEnggLectures sir kia aap na slope deflection method aor force method redundents wala ka b lectures bnay hian ??
Agar bnay hian to kindly link send kar dayn aor agar nai bnay to kindly bna dayn .
Shukria😊

[@CivilEnggLectures]

Huh banaya hai... Mre channel mein jaye mil jaye ga

[@islamforeveryone9625]

@@CivilEnggLectures shukria bot bot

[@islamforeveryone9625]

Aap Pakistan sa hian kia ??

[@shahnewazafroz8875]

I have a confusion with the formula of relative stiffness for the far end fixed as I heard that the formula is I/L not 4EI/L(if far end is hinge or roller)..correct me

[@CivilEnggLectures]

What I use is if far end is fixed then it is 4EI/L and if far end is hinged or roller then it is 3EI/L. This formula is correct. There are alternative formulas and that could be the one you are talking about but I need to see correctness of those formula.

[@vikashh1997]

Good

[@SanjayKumar-qh5hl]

Sir I have a doubt regarding relative stiffness in MDM method relative stiffness is E/L and 3/4 E/L when to you use those

[@CivilEnggLectures]

If far end is fixed then use E by L.. if it is hinged or roller then use 3 by 4 E by L

[@osthikaleem4076]

good

[@kishore1302]

@@CivilEnggLectures then y u used 4EI /L

[@CivilEnggLectures]

4el/l can also be used

[@kishore1302]

@@CivilEnggLectures thank u sir ...

[@mamirshaikh762]

assalamualikum bro
your explanation is too good man love you.keep it up
what are you doing right now ? i mean are you studing or doing job

[@CivilEnggLectures]

Wa akaikumus salaamu wa rahematullah.. Jazak Allah for the kind words..
Alhamdulilah doing job..

[@mamirshaikh762]

@@CivilEnggLectures bhai
I am in 3rd year b tech
Can you suggest me what additional things should I do during my remaining study years which will help me more after completing b tech.

[@CivilEnggLectures]

learn Application software of your interested areas.. for example if you are interested in structural engineering you learn staddpro Etabs and others... if you are interested in construction management then learn primavera, BEAMS software.

[@collinsopiyo9699]

That BMD!!

[@rushikeshjagtap233]

If there had been a fixed end moment at AB instead of 0 would you carry over to BA?

[@CivilEnggLectures]

There is fixed support at A, in this Problem.

[@techstuffs267]

Nice explanation thanks a lot

[@CivilEnggLectures]

Thanks

[@laraibmir6823]

sir...plx upload cantilever method fr frames...

[@loddachakrawarthy1637]

What is carry over factor when the support is hinged sir

[@CivilEnggLectures]

Zero

[@shadabshaikh3061]

Good job
But please try to derive span moment and fixed moment formula..how they came

[@CivilEnggLectures]

shadab shaikh derived and uploaded

[@himanshusingh3866]

Thanks bro

[@burhanadenwala6803]

Can u explain how to draw the shown bending moment to NET bending moment diagram?

[@CivilEnggLectures]

+Burhan Adenwala yeah..

[@tojonyori7451]

Sir I pray u to solve 1 2 question by slope deflection method ...

[@CivilEnggLectures]

Already solved one Question please see

[@ayesharoosmin7014]

Could you please teach how to calculate the reactions for the Shear force diagram?

[@CivilEnggLectures]

Yeah.. sure

[@er_pratikkulkarni9678]

Thx

[@sijankila2461]

What will be the condition for D.F when CD member is cantilever

[@civilbeingstuber5118]

You can watch tos lecture here #thelearningcapital

[@shobhan6528]

Thank u sir

[@CivilEnggLectures]

Most welcome

[@manuk9156]

One small doubt if the end is fixed k value is I÷L

[@CivilEnggLectures]

Yes... You can also take 4EI/L

[@vaibhavtonpe4936]

Solve by adding an external moment at any joint

[@CivilEnggLectures]

Maybe someday

[@vaibhavtonpe4936]

I'm not finding any video with this type of example ....can you do it ?

[@CivilEnggLectures]

I can guide to you.. how to solve..

[@vaibhavtonpe4936]

Oh please guide me then

[@CivilEnggLectures]

Email me your concern to [e-mail] or email your mobile number

[@akankshakunwar7388]

Wow

[@CivilEnggLectures]

Thanks

[@nidashah3941]

may I know where to use wl²/8 and where to use wl²/12...

[@CivilEnggLectures]

First one you can use when simply supported beam subjected to udl.. second one used in fixed beam subjected to udl. Moment wl2/8 is developed at midspan whereas wl2/12 developed at fixed end.

[@subscriberswithoutanyvid-nv4fn]

Why u don't balance a and d moments

[@saikumardsk118]

👌👌👌

[@shubhamk5110]

Want Sway frame problems (MDM) PLZZZ😊

[@CivilEnggLectures]

Shubham Kadam okay

[@sampadasingh1376]

Wrong in k value

[@syedkhajapasha9976]

Wrong problm

[@syedkhajapasha9976]

Tumne problm wrong kia h

[@lightandrope3345]

kaise wrong hai..?

[@harshinij2459]

Thank you sir 😊