Clapeyron's Theorem of Three Moments - Problem 1 - Structural Analysis 2

Problem 1 on Clapeyron's Theorem of Three Moments Video Lecture from Chapter Analysis of Indeterminate Structures by Flexibility Method of Structural Analysis 2 for Civil Engineering Students for all engineering Universities.
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Sir I need sA 2 all units sir

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bahot acche sir ....pura samaj aa gya ...muje dought Tha sirf xL aur xR ......Dil khush Kar Diya aap ne

[@tatendaraura9832]

thank u sir i have exams coming up and bcoz of this tutorial I now understand more about the 3 moment theorem

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Thank so much Mr...you have helped me a lot, May GOD BLESS YOU...

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You are the best teacher for engineering students

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Thanks sir .it's very important to me.☺️

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[@afzalurrahmankhan537]

U haven't explained how to find reaction but simply copied the step done by other... Pls explain the 4th step(reaction)

[@triptismuffin]

Value of Mb and Mc calculated in step 3.

[@mr.noname6109]

You don't need to calculate reaction here, without calculating reaction you can find out BM

[@jeremihwasike2078]

Good evening sir, indeed you are a good teacher, the video has helped to understand more about three moment theorem. Am looking forward to get more videos from you sir. Big up sir am Trying to look for videos on deflection in beams but i cant find any. Kindly help.

[@mdasjadhussain7691]

Sir you have cleared my doubts of finding reactions of continuous beam , thank u so much.

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[@ahmedhyd867]

Thanks for all the videos on str analysis 2 topic, wish to see more such videos on stiffness matrix, 3d equilibrium analysis

[@ugyenpeldenwangmo7450]

Very good video helped a lot Thank you infinite times

[@mahlatsimalatji4049]

Thank you all the way from South Africa...

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[@farizgalang7235]

hey, thx for the explanation, i finally can understand clapeyron 3 moment equation

[@JayGor-ph8cv]

Thank u sir.. please solve one problem with triangular load..

[@krishnasingh-jh9eo]

How to find moments of fixed beam using theorem of three moments

[@louismeoto2126]

Thanks very much sir. Your video has really given me an inside to this method. But I need some explainations. After calculation of the moments. When calculating the sfd and BMD should we use the moments to get the equations or we are using them only to get the reactions

[@jyoshithakora9902]

Superb sir i completely understand the problem nice explanation

[@nabilahmadansari3598]

Excellent explain

[@ambikalandge8970]

Thank You So much Sir☺

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[@zumbatan550]

Is that really the final BMD of the continuous beam? You got the support moments calculated, but the moments in spans AB, BC and AC cannot remain as106.67, 62.5, and 72 respectively due to the effect of moments at B and C. Correct?

[@nabinshiwakoti9808]

I doubt about the final bending moment diagram. There is UDL n its should have parabolic curve. But this was a huge support. Thanks for the video

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[@kfcwithcoke2174]

Sir, is your three moment equation correct??? If m not wrong then the last 2 terms shuld come after = sign...

[@rajsmasher5257]

Upon application of force we generally get hogging condition and hence those two terms are considered negative. When negative comes to LHS it gets added.

[@Sahu_Praveen]

Thank you sir Good explanation.... Understandable video

[@sp-fu7zs]

Thank you so much sir , it's very much useful for me and it's completely understood now ..... Thank you very much sir

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[@kesavayadavalli554]

It's very helping us

[@karimtripura2637]

Sir in BDM... The between B &C should be parabolic.... Bcz its under the UDL load..

[@ykishoresharma3827]

Please explain how to find reaction

[@casual_talk77]

Wow itna acch explanation...

[@Maradona_pk]

Good teaching style sir 🎉🎉🎉❤

[@mad_bhuvi9368]

Why we take (negative for upward and downward positive) in shear force calculation

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[@kunalbadgujar8628]

All the moments are negative,,, then the bmd should be below of the base line, you draw it above the base line. As all the moments are negative then there will be a hogging bending moment. And we draw hogging bending moment below the base line. Please explain

[@wendyandy9692]

God bless you Sir

[@vny_23]

Thank you so much sir 🙏. It is very helpful for me

[@rohitbisen612]

Sir iski pdf send karo plz... Bahot achha lga lecture aapka👌👌👌👌

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[@Dhriti7838]

@@Ekeeda Sir how to find moments .. by which got the value of M suffix B and M suffix C Please help Sir .!

[@CLASSICAL454]

amazing work

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[@mhrnabreis.173]

Thanks bro. Good explanation.

[@karansinghraizada]

Agar span A-B he usme load to hoga hi Lekin us load ki jaga either clockwise or anticlockwise moment raha to kaise Free moment nikale???........... fast......

[@roshnigoutam6378]

You did a silly mistake, 12:13, its actually 320 at A1, not 302 at A1, correct it as soon as possible.

[@balasanthersubramaniam6189]

Very detail explained. However, as mentioned, there was a mistake that the area of 1st span shall be 320.01 but u adapted 302.01. Apart from that, its very clear. Thank you so much sir

[@aboopathiraja804]

Thank you sir Well explained sir

[@poweronegaming3681]

Soo informative 🔥🔥🔥❤️❤️❤️

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[@i_chani_g]

sir, i guess the solution is wrong sum off all downward forces 80+60+100=240kn and sum off All reactions RA=43.86kn,RB=52.188,RC=45.17,RD=14.83 sum of RA RB RC RD =156.048 are not equal. correct me if im wrong

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You're an amazing teacher! Thank you so much! You've helped me a ton!

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[@vinaynara8889]

Super explanation

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[@ellieee.williams]

12:14 correct me if im wrong but is that supposed to be 302.01 or 320.01?

[@mahi.b7407]

Got it....nice explanations..

[@amansatawaria8564]

superb.👌Explanation. very nice.👌👌

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[@petermbugua4066]

Appreciated sir 🙏

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[@kasungimhana2841]

Is your bending moment diagram correct?? In free BMD sagging moments are positive no? But with the Mb and Mc negative values, is it correct to draw like this?? 56.82 and 45.88 are negative.

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[@earthbeauty2824]

Very nice

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[@karansinghraizada]

If value of E. I. is given then how to solve and apply

[@racheetilakshman9092]

Nice sir

[@suryagunasekaran1110]

Mc value is right?? Could you recheck please??

[@poplegends5559]

What I cant understand is for span bc and bm in calculations of fbm where did 8 come from

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Love Ekeeda channel ❤

[@hemanggadhavi6578]

Thank u so much sir

[@sanjaysiddh4997]

Thank you

[@premsaimarella5616]

But sir the moments at A and D only will bo zero if they are fixed ends

[@haward12goronga9]

thanx sooo much

[@hashirama04]

What if one segment has a uniform load and a concentrated load on it, what moment equation should i use, thanks, very good tutorial by the way 💯

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[@vipul4806]

Nicely explained

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[@daadiraxmed4799]

Teacher tell u s tha value of EI i mean the value of E and the value I if they are constant

[@palivelaelizabethrani6805]

Hello I want problem 2 plz why the links are not working u have given below

[@soniyamarkam389]

Thankyou so much sir😊

[@adityasharma11057]

Respected Sir, Sir, may I write the formulae separately after drawing the bending moment diagram? the response it quickly to avoid confusion. Thank You Aditya Sharma

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[@abhisheksharma_0387]

class mai ni aya aditya apko smjh? sunte to dhyaan se ho ap class mai.....

[@shiwanthabandara4840]

Thank you sir 🙏🙏🇱🇰

[@kimbitam1735]

Pls sir can you do a video of superposition

[@amanraj5664]

Sir, Mb and Mc comes out to be negative , So it should be denoted below the reference line but you have shown it upward.....Why??

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[@yogeshsapkale3594]

Sir what if beam ABC and one end is simply support and other end is roller support

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[@rajputarunesh]

very nice sir ...thanks

[@subhamtapadar2526]

PLEASE UPLOAD 1 NUMERICAL PROBLEM WITH UNSYMMETRICAL UVL

[@kimferrer4592]

Please answer meeeee, how did he get the moments Mb and Mc? Ill be having a quiz later on this reply asap

[@DragonUltimate]

solving eq 1 and 2 simultaneously or by any other method ( eq1@ 13:50 & eq 2@16:33)

[@shirishagoud1829]

+56.82=mb

[@basshunterdota625]

Nice work sir ji

[@rllrll9512]

That xl , xr senario is not required at all , we in college do not use this ,, only write 6( r1+r2) , where r1 ,r2 elastic reactions , here didnt mention even what are those.

[@AnilKumar-lg8ft]

Super sir...can you explain the claperyons three moment equation theorem....

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[@mahimakalotra6428]

Portal method,cantilver method,substitute frame method slove this question please

[@abhijithp76]

Good one sir

[@kavyasriks8809]

Thanku sir..

[@Mohammedyahiyakhan-pq4xv]

Sir upload problem both end fixed and one end other free and hingdr

[@muchusudhakarsilas6889]

Thanks

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[@ajaz3314]

Plz solve more problems on this topic

[@BaraiEnt]

Sit I A SUPPORT IS FIXED THEN WHAT TO DO?

[@pacific5811]

v good

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[@Juhi30186]

Thank you so much

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[@Dhriti7838]

Can anyone help please ! Actually I forgot how to find moments ..by which got the value of M suffix B and M suffix C

[@rajuanp9892]

Good explanation sir I want to tell u one thing sir that the band you wore has incorrect swastik symbol please remove it otherwise buy the correct one.

[@ayushraj242]

triangle ka X=2×2/3 hoga na sir......explain please

[@aravindhanvinayagam2430]

sir please make video for for table frame

[@himanshudhurwey6552]

thankuhh so much sir

[@Hello-qv4xm]

a1 ki value three moment eq m glt h sir

[@VARUNkumarNIRALA]

Tabahi Sir ji

[@a.prabhukumar4985]

Sir where is second problem on 3 moment theorem

[@theboldegg]

12:15 sir u made a mistake on taking A1 302.6, u written it as 302.6

[@balasanthersubramaniam6189]

Hello sir Can i know how to approach continuous beam with UDL and cantilever ends? Any previous video?

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[@rllrll9512]

Cantilever ends are always have know moments so you dont need to apply the 3m.equ.

[@a.prabhukumar4985]

Sir how to calculate Shear force .

[@rizwanshaikh3466]

12:12 the value of a1 is 320.01

[@ankitmanavat1232]

Super sir

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[@shivamdwivedi2463]

Tanku so much

[@amosopiyo6403]

Prof please derive the moment distribution formula