Conjugate beam method || Conjugate Beam Method In Hindi

[@ni_shadiary]

Parso exam hai and finally I got clear this method.. Thank you 😭

[@Civillearningonline]

Best of luck

[@pritamghosh4328]

Mwra kal

[@diyadeb]

Sir at slope d 915-290-45. Why ,the value of cd is 45 and 270

[@Gaming_ytpanda220]

Nice explanation ❤️

[@niyazmohammad2381]

IN THE END WHEN YOU FIND DEFLECTION AT E YOURE TAKING CG AS X/3 BUT FROM LIGHTER PORTION CG SHOULD BE TAKEN AS 2X/3 . PLZZ EXPLAIN IM VERY CONFUSED REGARDING THIS .

[@sartworld9655]

Sir.... Bahat acha samjhate ho aap😃same problem hamari clg me v hui thi but me samjh nehi parahithi.... Thx u so much sir 🤗🤗.. My all doubt clear hogeya😇.. Love frm odisha 😍🥰

[@Civillearningonline]

Welcome dear

[@sartworld9655]

@@Civillearningonline sir aap hamare clg me ajaiye..... Padhane😀acha hoga

[@Civillearningonline]

@@sartworld9655 so sweet of you. Me to nai aa sakta. But aap ye videos apne doato k saath share kardo sab ki help hajayegi.

[@devendrasingh-if7yq]

Slope at D is 285/EI

[@Sumitk_05]

Good

[@santanuacharya6691]

Nice explanation.. Very helpful

[@ce_049_enamul_haque2]

Beyond the perfect. 😅🙂 Thank you so much sir for such a nice explanation.

[@Civillearningonline]

Welcome dear

[@annusahu7806]

Slope at D= 285/2EI & Deflection at C=3015/2EI

[@tagesango5842]

no 3285/2EI hoga kyuki hum c point sa distance measure kr raha hai na ki a point sa isliya 3/3 cg hoga

[@ni_shadiary]

Very easy explanation 💯

[@sushilkarki664]

sir! Here in deflection at d =(915/2EI)*3/3-(45/EI)*3/3-(270/EI)*3/2 =(15/2EI) should we multiply the moment with its cg also or just subtract loading ?

[@syedazaharahmed5559]

Sir, plzz pages ko thora zada time k liya dikhaya kro aur final values ko calculate krne k baad aap pura dikhaya kro or try to do the problem in big boards to understand it clearly

[@Civillearningonline]

Thank you for your suggestions. Next time se khayal rakhunga ye baate.

[@ni_shadiary]

Well done... Keep growing

[@Civillearningonline]

Thanks alot

[@krunalagrawal6806]

The video was great, and which book your are using for definitions and concepts

[@Civillearningonline]

You can follow R. k. Bansal's strength of material.

[@krunalagrawal6806]

@@Civillearningonline thanks

[@fardinpathan5092]

Sir moment ke liye clock wise positive hota hai na aur anti clockwise ke liye negative

[@mdmizanurmizanur5810]

Keep it, plz🥰🥰

[@Only_Civiljankare]

Deflection at D find nhi kiya?

[@name3096]

Is that cg for AC portion 2/3×3 ? While calculating deflection.Please help me

[@Civillearningonline]

Yes. That's CG of AC portion.

[@name3096]

@@Civillearningonline while calculating deflection at C ,we have to take cg from A to C or C to A?

[@Civillearningonline]

@@name3096 we take A to C i.e. about point C toward A.

[@name3096]

@@Civillearningonline thank u😀

[@Civillearningonline]

Best of luck

[@GaneshSharmahello]

Deflection at D❓

[@kalpanaprajapatig3317]

Thank you sir

[@NZislamicshorts]

Ya subject ma clear explanation hona rahta bhai

[@amitabhmajumdarju]

Sign convention nhi dekhna ha kya ?

[@shubhamrajput0008]

Deflection at c 3015/2EI hoga

[@parkarmurmu290]

Sir deflection ka unit KNm hota hai..??

[@vishalchavra6206]

Thanku

[@mirwado1384]

Sir is it indeterminate structures?

[@Civillearningonline]

Simply supported beam is a determinate structure.

[@mirwado1384]

So sir how we can use conjugate beam for indeterminate structure

[@Civillearningonline]

Statically indeterminate beam have unstable conjugate beam. I will show you an example.

[@mirwado1384]

Sir plz plz sir

[@mirwado1384]

Analysis of indeterminate structures by the application of the method of three moments slope deflection coloum analogy and conjucate beam this is my presentation topic so sir what u suggest how can i use conjugate methid in indeterminate structures?

[@ershadahmed7975]

😊

[@NZislamicshorts]

Bhai aap Zara clear explain Karo aap hi ake bar video dakho last ma RA ki value aagaye but Rb ki value kaisa aayee

[@Civillearningonline]

Ok bhai

[@abhishekmallick7475]

Where is deflection at D?

[@onlycricketmasti170]

5580/2EI

[@NoorulAin-b8q]

Deflection at d ni sikhai

[@rajumandal3515]

How to analyse the problem when uniformly distributed load is given over any section of the beam? reply sir please

[@Civillearningonline]

In case of udl one need to draw the moment diagram in parabolic form and then we use the formula for the area of parabolic to calculate load on each span further everything is same.

[@mohammadniazai646]

@@Civillearningonline for udl cut the section of the beam to find the bending moment values of the beam......

[@dvam3796]

1 gante baad exam hai aur mii ab ye video dekh rha hu

[@manojkumar-eq6tp]

Sagging hogging k liye conjugate beam m upward downward load ye clear nhi hua

[@Civillearningonline]

Aap ka Questions samajh nai aaya?

[@manojkumar-eq6tp]

Sagging, +ve bending moment ho to, conjugate beam m loading upward hoga ya downward, whi case hogging negative bending moment k casecm kya hoga

[@Civillearningonline]

Conjugate beam ek imaginary beam he so is ka M/EI diagram + ve hi banate he and is method se slope and deflection find karte he.

[@bhuvanapadiyammanda4353]

How was that RA ' calculated

[@diyadeb]

Please explain sir

[@Civillearningonline]

Ok. I will explain.

[@diyadeb]

@@Civillearningonline please sir

[@ayushpathak4560]

Hindi me hi bnaya kro

[@Civillearningonline]

Playlist me Check karo aap. Ek video hindi ma bhi bana rakha hu.

[@ajstories5986]

Deflection at D

[@Civillearningonline]

What happened??

[@ajstories5986]

@@Civillearningonline sir Deflection D is not find in your answer

[@shivamsharanlall672]

Is it 2565/EI?

[@384mdaquibfirozce4]

Bhai ko jitna aata tha btaa diya aage ka khud kro 😀😀

[@santanuacharya6691]

2565/EI in metre

[@Mahiedits18]

So guys bye bye 😅😂

[@Civillearningonline]

😅😅😅

[@biiramalicerinah8]

Please I beg use English only

[@Civillearningonline]

Ok. But I have made a video in English too. Please check into playlist.

[@deekshantsharma2272]

Nice par tum bahut ghabrate ho

[@Civillearningonline]

Old video he ye