Analysis of Doubly Reinforced Beam Section | Lecture 10 | Reinforced Cement Concrete

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[@gautamkaushik4183]

dear sir aapka lecture dekha mujhe lga ki m b pdh skta hu RCC Because of u . u r doing best . u r ideal... plz rcc lecture continue krna sir plzzzz agr ho s ke to telegram channel b bnaiye sir plz

[@structuredesign5669]

Amazing lecture, it's very helpful for concept.

[@bhushanshetty7319]

Excellent clarity of concepts. Thanks a ton
Capt bhushan

[@soldieroffaith4425]

Beautifully explained. Perfect

[@RanjaycivilwarriorCPWD]

Sir you are great sir.... your lecture like survive for me

[@arpitbariya7929]

Thank you so much sir..loved your lecture..

[@constructionpediajobopenin2097]

Sir i am waiting for your prestressed comcrete lectures
You are awesome really

[@vikramkumar-tn6ud]

Sir ap bahut acha concept diye.

[@gilitato697]

Really sir, enjoyed the video..
Thanks !

[@seiminthanglupho214]

Thank u sir ...I clear my concepts of singly and doubly beam 👍👍👍

[@saumyajitbhowmick4960]

I'm learning lot of things.....thank you sir

[@kamal-xe9cn]

Thanks sir
Apke lactures best h
Mja aata h read karne mai
❤

[@santoshsah2038]

Thank you sir .Your lecture is amazing and your teaching method is awesome.

[@almostviral4199]

With Due respect I beg to request you Dhande Sir, Please provide all
Machine videos of Pankaj sir,,I used to learn from them. Can't afford
online/offline coaching. Heartiest request to you Sir,, Please provide
all Old tutorials. Gate Academy's tutorials are the best for self study,
You promised us Dhande sir. You're my one the greatest Inspirations.
Regards!

[@JB-uu8wi]

Well analysis sir... Thankful...

[@Ankityadav-sr9bg]

Thank you so much sir keep providing us video of RCT

[@Poriotics]

Well explained, the best

[@ziaa8541]

Thanks sir.. Helped a lot🔥🔥

[@rutubadkar4622]

Sir aap bahut acche padhate ho meri bahut si rcc ki concept clear ho rahi hai thank you very much sir

[@GaneshR19]

Thank u so much sir ..
For giving amazing information ....

[@generalactivity3975]

Thank u so much sir.
Sir aapke lecture best. Sir your explanation is too good.

[@anirudhparvatikar7990]

Sir your lecture on analysis of doubly reinforced beam is excellent and educative. Thank u very much. Sir can u make a video of lecture on analysis of doubly reinforced beam using working stress method?. It will be most helpful. Thank u very much.

[@shivanikadiwal1170]

Best lecture ..

[@jaybaba745]

Superb explaination thank you sirji

[@sulemanmansoori6061]

Excellent explanation 👌

[@skh6586]

Behtarin class.... i enjoyed

[@C_Sujal_vagdoda]

Nice sir verry butiful superb👌👌

[@Ammusic-fx5ch]

Superb sir aap bahut acha padate hai

[@basicsofmathematics5256]

Thank you sir 🙏

[@SubodhKumar-wm4si]

Thanks sir...

[@educationplanet7613]

Thank u so much sir

[@sayanchakraborty2411]

Thank you sir 😊❤️

[@vikasparmar4015]

Very nice video sir👍👍👍

[@abhipan]

Great sir👏

[@weindians1813]

Great ,Thank you guruji.

[@santoshsahani230]

Thank you, sir

[@dayashankargirigiri1412]

Superb sir

[@dhirajgangurde38]

Best guidence

[@wonderingcivil8808]

Thanks

[@rutubadkar4622]

Thank you sir

[@chahatinstituteofcivilengi2388]

Good sir.

[@Vishalsharma-qx3ks]

You are genius sir ji

[@mohammadzaidpadeknur148]

sir you are great

[@rangeetakachhap8663]

Thank u sir

[@rahilkhan0383]

Nice teaching methods

[@sushilrai6130]

Thank you very much

[@mushirahamad3076]

Better concept clearity 👍

[@deepankargautam9276]

Great lecture sir. I've been wondering from where I would study this subject and here I found you.... Sure now I won't fail in the exam.

[@NikhilKumar-iu8pc]

Nice vedeo sir, u have to clear all doubts regarding the problem....Thank you sir

[@civilengineeringguruji7455]

Thanku so much sir ..more helpful your lecture sir ......
Please sir make structure and environment lecture

[@NileshRoamingNITIAN]

Thanks and Regards from NIT Kurukshetra 🔥♥️🔥

[@kaushlendrashukla5446]

Thank you so much sir

[@Surajofficial7317]

Thank sir ji next chapter bhi provide kar dijiye

[@civilevergreen2375]

Sir please upload working stress method with comparing limiting state method

[@shubhamkumaryd8757]

Thanks sir

[@Riteshkumar-zf1hw]

Maja aa gaya sir

[@flavorsofworld3392]

SIR I THINK THERE IS SOME CORRECTION IN MOMENT OF RESISTANCE EQUATION..
IN C1 * LIVER ARM IT SHOULD INCLUDE THAT 0.45FckAsc PART RIGHT???

[@055nirupamkolanki8]

Yeah.... you're right....

[@adityabanerjee1638]

No actually if you calculate it it's very negligible value hence IS code asks us to ignore that value while calculating

[@MrSonam77]

As per IS Code , it can be ignored

[@VarikS2]

NICE SIR

[@Matar_Panir]

Sir your lecture is very useful for
I request u sir
Next chapter of the RCC lecture video provide

[@skumar3053]

Watch complete lecture of Rcc on channel vibrant master

[@AnilKumar-dq1le]

@@skumar3053 U are the teacher . isn't ?
U came here to learn from the best teacher .... 😄

[@raviranjankumar4215]

Love you sir jee

[@ashishk-tw9cr]

Super sir g

[@MultiKkp]

Thank you sir for your really knowledgeable video. I study all your video

[@rubelkhan1220]

tnx sir

[@rajeevchandravanshi7177]

Thank you so much sir pleas sir upload the video design of slab

[@skumar3053]

Watch design of slab on the channel vibrant master

[@dekigeyi1750]

sir in 37th mins if I am not wrong the compressive force of the second figure should be C2 which is fsc x Asc .... please reply its bit confusing ....

[@ashiqhussainbinmushtaq2948]

Check my reply above

[@CHANDANKUMAR-lc1es]

Thanu so much SIR
Very helpful lecture sir for our civil engg aspirants. ✍✍✍✍👏👏👏👏👏👏👏👏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏

[@pragyannath2036]

Sir.. Please solve a design problem on board..it will be helpful for university students...

[@ashwajeetwasnik5116]

Please start lectures on CONCRETE TECHNOLOGY

[@KR_Bhawani_P._Tripathi]

Sir jb aapne compression jone ko add kiya tb fig 1 me 3bars k place nhi liya but tension Jone me aapne 2 bars k place fig 1 me kyu nhi gap kiya? Sir bss yhi nhi smjh aaya baki pura achhe se smjh aaya h🙏🙏

[@roshniiiiiiiiiii]

Thank you so much sir for your effort

[@ashiqhussainbinmushtaq2948]

At 36:00
Sir u wrote
MOR =0.36 Fck b x(d -. 42x) + Asc(Fsc-. 446Fck)(d-d^)
Since in figure 1 total compressive force is C=. 36Fck b Xu-. 446Fck Asc
At the end shouldnt we write the MOR as
(. 36Fck b Xy- 0.446FckAsc)(d -. 42Xu) + Asc Fsc(d-d')

[@ashiqhussainbinmushtaq2948]

Sir pleez reply
Big fan of urs

[@ranjnaanand8322]

Same doubt

[@ImranAli-ko5ld]

Fsc for more than Fe250
Fe415, Fe500...
Enka Fsc kaise nikale? Btaye hi nhi

[@sawanchakraborty8596]

I think C1 equation is wrong..C2 m concrete ko nikala gya..toh C1 se q minus kru area ko ...if C1 is wrong then only the MOR1 eq can be right..

[@rajcreator4075]

Friends jo fe 250 se uper ke steel bar hote h unhen hysd bar Bolte h jinka curve sur ne pahle hi bta diya ....

[@udaipurtriblefolkdance6167]

Sir thank you sir upload more video geotech and environment

[@prashantraghav6606]

Sir ek baar toh hum Xu nikaal rahe hain(C=T) aur ek baar hum usse balanced section se nikaal rahe hain.
MOR=MOR1(balanced section) +MOR(due to steel in compression).
Is it right?
Sir I am confused

[@rameshwarchaudhari7149]

Sir what is the difference between the main figure and fig(2)

[@monikagautam3539]

Sir ..please provide lectures for wsm

[@anjnaprakash9190]

Requested sir, analysis of beam ko working stress method se bataiye

[@shubhamgiri3214]

NPTEL lectures

[@subhasbabu2007]

Explain body language to be improve. For this kind of presentation values to be written on board to reach 100%to viewers

[@parthakalita2348]

Gentleman ,it is free of cost ,so enough for us .Do some before criticise anyone .Sitting inside and criticising someone is very easy

[@rajasekharv2653]

how to take point load in beam design in double reinforced beam

[@rajacharya122]

legend

[@surajverma9799]

sir plz upload next video

[@sachetjamarkattel9462]

wow

[@MR-fu5xb]

Sir course available in English?

[@civilengineering1005]

Sir aapka cautching centre kha h

[@blitzhope]

0.446 kahan se aya?

[@DHEERAJSINGH-ry2rd]

sir if the bars are not lying in the region of stress of 0.0035 then 0.446 Fck wont be true but it will be less so why have we taken here 0.446Fck

[@shivamshrivastava7481]

Sir jb xu hi nikalna hai to fsc ki value kaise aayegi, strain equation se

[@rohitsahu5845]

Your explanation is good except some point
A teacher know how to skip things

[@vishalkoshta5687]

sir bottom me bhi kyu additional reinsforcement dete hai

[@rohitsahu5845]

Sir agar first wala section balanced hai to fir xu ko xu lim kyu nhi likh dete

[@rafiullah8881]

sir i am from afghanistan and i like your leac but i want to khnow which code you use

[@rajeshbairupogu5631]

Sir please explain in english.. further lectures

[@mdasjadhussain7691]

Sir thoda sa volume increase kr dijiye next video se please.

[@abelzngullie9416]

Sir please pin the link for Mu(lim) video I have been trying to search your video but can't find it . Please I need it sir thank you ✊✊

[@sadiqayed2944]

sir plz analysis of doubly reinforces t-beam pe ek video uplaod kar dijiye ...

[@ImranAli-ko5ld]

Fsc for more than Fe250
Fe415, Fe500...
Enka Fsc kaise nikale? Btaye hi nhi

[@skumar3053]

Watch complete rcc lecture on the channel vibrant master

[@440xavier]

Sir bhout tough hai😬

[@sajalkhan2753]

Please do not turn your hand on your stomach.

[@aktharkhan1159]

I can't hear your voice

[@ROHITKUMAR-dr7bc]

The equation of C1 and C2 are incorrect......please correct it

[@ImranAli-ko5ld]

Fsc for more than Fe250
Fe415, Fe500...
Enka Fsc kaise nikale? Btaye hi nhi

[@sajalkhan2753]

This is not good for your health and as well as ours.