SFD and BMD for Continuous Beam

#SFD_BMD #SFD_BMD_Continuous_Beam
Hello Friends,
This video tutorial is on request of many people who wanted the SFD and BMD for continuous beam with UDL and other type of loadings. You will learn how to draw SFD and BMD for fixed beam and how to calculate SFD and BMD. You will also be able to solve SFD and BMD GATE questions.

Reference links:-
Moment Distribution Method (Type 1 Problem)

[claudiaaffendi]

I really love your video. I've been struggling with this topic on how to get the correct value for bending moment diagram. So glad that I already understand how to draw bmd thanks to your great video. Thank you so much sir!

[rahmanrahmani]

All your u tube videos simply outstanding in terms of content and presentation. THANK YOU!!!

[jayantkr]

Very help sir... U make me understand structural analysis.... Thanks u sir... U r outstanding 🎉🙏🙏🙏

[vivekbarot]

Very very Informative Videos....I am studying all the important topics of Structural Analysis using these videos...Thank you very much. 10/10.

[chinthojuvaishnavi]

Good evening sir, Really very good explanation and easily understandable to everyone
Thank you sir

[sohailahmed]

Sir we have severe issues in drawing bmd of indeterminate beams. Kindly make a series of videos on bmd of indeterminate beam

[jogindersokhi]

your method of analyses is good But i shall request you to check your moment distribution because i think your second fixed end moment is not computed correctly.pleased check I might be wrong.

[ramnarayanchoudhary]

Hello sir your video are so helpful for us I request you to upload video on steel structure sub..

[zeenathbegum]

Can u plese explain how did u calculate linear interpolation

[rajatchanchal]

Thanks bro. I had always doubt in BM's direction when couple is acting on ends of a beam. Now this doubt is not exist for me.xD

[laveshkumar]

Hello
I couldn't understand the moment that you initially consider and also why you have taken fixed support after splitting the beam?

[tushartippshetty]

Nice video.
I have a doubt, while solving the BM for UDL span(17:20mins) you said wherever SF is zero BM is max, but in the diagram (FBD of the member given in the left part) the BM is max at mid-span i.e 100kNm. At distance 2.058m the BM is 99.95kNm. So the max BM is 100kNm but we are taking 99.95kNm as max BM value.
Please clarify the doubt.
Thank you.

[kdSU]

At roller support, bending moment has to be zero.

[theexplorer]

at 1:30 can you tell me how you are forming equation

[gamalkawy]

GOOD JOB SIR.CAN YOU MAKE A VIDEO FOR STIFFESS METHOD FOR TRUSSES?

[helpdesk]

sir very nice, sir i want to ask that which software you are using

[ibitolaabayomi]

Hello Sir. Thank you for the explanation. Please while analysis the mid span(BC) for bending moment, where did you the 100kN you used as support forces. Thank you

[tinboe]

how about the kind of question have ABCD and E or even F how to write in the distribution table becouse most tutorial i show on youtube only from A to D. and other Question some frame have leges like pt F and G at the bottom how can i distribute it in distribution table

[lalitmahant]

Sir can you provide slides or pdf files for these methods.

[pitanpanja]

Tq sir for this video... Sir pls make video on sfd and bmd of frame