Working Stress Method

Lecture series on Design of Reinforced Concrete Structures by Prof. N.Dhang, Department of Civil Engineering, IIT Kharagpur. For more details on NPTEL visit nptel.ac.in

[@PrashantKumar-qh9cb]

i have a request that volume is very low please increse it

[@rockstarvivek27]

I don't know about the other comments but what I feel like is there's a lack of proper explanation in this lecture series. I am posting this comment on 8th May 2020 i.e almost after 10 years of the release of this video. Maybe this type of teaching style is quite outdated as I feel. I think that the NPTEL team should bring a new course on RCC with a teaching style that is suitable for the present and next 5 years. And of course no offence to the professor and anyone. PEACE

[@pratikbanerjee6520]

I agree.....new videos must be uploaded.

[@pratikbhise1514]

Very good teaching sir..God Bless you

[@EvolutionMachinetoMan]

Speed 1.5X looks like normal

[@jaikiratsingh4379]

Yes 😂

[@bhargavsalapu3016]

🙏😂

[@jayeshwankhede9314]

true

[@nishnareddy3134]

Thank you soo much sir .your videos are helping me soo much..good platform for civil students

[@VivekSingh-xw7ku]

The lecture was very helpful for me thanks sir

[@yashcool7987]

its so useful sir hats off to u

[@MrGarry128]

16:27 Please clarify if the Shear value for Fe415 should be 190 and not 230 as per IS456:2000 Table 22

[@MizanRahmanmizansustcee]

thank u for this video. But the volume is too low. please increase the volume.

[@rrr.himanshuchaurasia7177]

Ok next time

[@EvolutionMachinetoMan]

take your speakers pin out blow it and then place them

[@veeraramg4409]

Deivamae! Engayo poiteenga ponga!tnx a lot sir

[@ramidisrikanthreddy]

right head set is not working for this playlist videos

[@souravsuman4715]

Left one mine

[@syedasadullahhussaini2113]

Thanks a lot for great seminars...........

[@giorgoskatsimpras4090]

Superb sessions!

[@ganeshvemula4817]

In the end of the seccion your are not tell how to find R( reinforcement index).how it will be find sir?

[@eshangarg9031]

Around 24:30 minutes. Sir you provided the formulas for modular ratio. In first formula the 'm' is unitless but in second formula it is having units. Please correct me if am wrong.

[@aliyousif2120]

thank you i had been benefit but i want adding defrance example

[@adithyasundar2017]

20:53 we assume that only steel reinforcement carries tension, then why take entire area of concrete to calcualte tensile stress

[@manohargowda2024]

thank you very very very very much sir god bless you sir

[@prajjwalkatiyar8615]

Prof writes POV Ray on a page and changes it. lol. Environmentalist....

[@p.rohitkumar4671]

oneside of my headset doesn't take audio..

[@Vinod-yn2uq]

P. ROHIT Kumar mine too

[@neerajce]

Only right works

[@ABHAY0522]

Because if you listen from right side you never forget..

[@prajjwalkatiyar8615]

@@ABHAY0522 ya, left ear is fuckin useless

[@chaithrariyavlogs2643]

IS IT DIRET VALU FROM CODE BOOK

[@EpicEarthJourney]

In case of bimetallic(more than one material), what is modular ratio ?

[@rakeshkaranam5371]

pls increase the volume

[@anki6162]

superbb...

[@DragonFanngg]

Loool. He doesn't even care to explain where the formula come from or how are the values given in the code decided. Just memorise a bunch of formula and plug them to get the answers without any understanding of what you just did. So glad I did my engineering in Australia.

[@SKED2014]

hats off to u

[@YogeshSharma-vy3rd]

Can u provide basic lecture for doubly reinforced concrete

[@abhimanyusaini1069]

Sir what will be the value for fe500

[@official-ue8dg]

thank u sir.............

[@shalanukey9188]

EXCELLENT

[@spirit483]

36:23 Neither you know Jay..... Nor we know kay.... But we can write in this way .....😜rhyming

[@akhtarshamim2730]

excellent

[@chinmaysarkar4383]

how to get the values. please provide the formula in the comment.

[@sameer0308]

Thanks , its POV- Ray

[@divinenevis]

what is that value 280 used in modular ratio formula??

[@RaviKumar-oj9ot]

It is constant value..

[@divinenevis]

@@RaviKumar-oj9ot any derivations or references for how it's arrived?

[@sameer0308]

04:00 what is the program name?

[@civilum1449]

no sound

[@mahendra19969]

NICE

[@chaithrariyavlogs2643]

HOW CAN WE GET THE VALUE OF TENSIE STRESS IN CONCRETE..........

[@shantanukhandkar]

(tensile stress in steel)/m

[@sowmithnallu8295]

ganesh sujatha It is directly taken from IS 456:2000 Page No:80 Annexure B-2.2.2(d)

[@mathematicsbymukhtarsir392]

thnx

[@saitejaakula31]

It is really waste of time...He is not explaining anything..I can't believe whether he is an IIT Professor🤷‍♂️

[@Divyanshukumar900]

How

[@vinothkumar456]

If P is Percentage of steel then it must be multiplied by 100 and we get 50 instead of 1/2

[@j12325]

Where are you today .. just curiosity😀

[@Pavankumr18]

@@j12325 😂

[@DineshDas-ie3iw]

Sir pls uplode next video

[@pankajrawatable]

good

[@chaithrariyavlogs2643]

I NEED THAT MODULAR RATIO EXPLAINTION TO GET THE VALUE AS 280/3PERMISIBLE STREE IN CONCRETE

[@chintu9969]

Anna ee sir manchiga chepada anna

[@chintu9969]

Follow avvaccha

[@murugalingammanoharaj5240]

what is meant by k and j in this video

[@vaishnavidevi6740]

hi

[@murugalingammanoharaj5240]

Aye

[@vaishnavidevi6740]

aye aye

[@murugalingammanoharaj5240]

Right

[@sauravmeena1812]

j= coefficent of lever arm k = coefficeint of depth of neutral axis

[@KrishanKumar-sc6kf]

right headset is not working

[@alikhanpathan3928]

numericals bhee solve kra do

[@imamnaiyer9688]

Plz anyhow increase your writing speed

[@rockstarvivek27]

Just increase your playback speed.....that'll do

[@mdmairaz6848]

Volume problem even in headphone

[@AnilKumar-yd1jf]

What is this sir... please explain topic not formulas like that

[@shahrazya614]

Too 😤😤slow in writing

[@princekumar-ye8iy]

Shah Razya . Yeah

[@somnathbera2681]

🕉️👑💎🪔💐🙏🙏🙏

[@gufran_khan1]

Sir ur voice is too low.

[@majidal-maawali3582]

Gufran Khan I think it is not that much

[@harrisscahush]

Audio is too bad

[@Batman_the_greatest_Warrior]

no goddamn audio😡😠

[@tarunverma6735]

inappropriate