Design Of Dog Legged Staircase | Dog Legged Staircase | Hindi | IS 456:2000 | Limit State Method |

[@souvik.fingtore]

This lecture was indeed the best among all the other lectures i came across on youtube....!! Hats off to u sir and huge respect to your amazing explanations skills!!

[@teamleonidas7855]

love your way of teaching thankyou sir

[@techpathan3188]

Best Explanation ❤

[@salmam4205]

Thank u so much for explaining in detail. It is very helpful

[@animeshkumar1833]

Best solution 🙏👍

[@missjenny3056]

sir ur way of teaching is too gud but dont go fast ..jinko sikhna hoga vo sikh lega chaahe video 1 hr ka hi kyun na ho,..viewrs k chakkar m or time km krne k chakkr m aap fast mt lijiye...kuch log ese bhi h yaha jo direct kuch basic pdhe bina hi aapka video dekhte h like me or apke videos dekhte time mujhe basic pdhne ki koi jaroorat nhi lgti itani saffai se aap sikhate ho...thank you...

[@natureofbeauty2803]

Hm

[@Avinashthakur82____]

Acha

[@funnygaurav0]

Bhai kesi baat kr rha h yeh fast h 😂😂. M 2x pe dekh rha hu😂😂

[@Goodvibes4me]

.5x peh dekle

[@Anjum_123.]

Em very thank to u sir❤❤❤

[@asdvollyball2512]

Nice sir 🎉🎉😊

[@defencegyanxpt9363]

Thanks a lot sir for clearing my concept🤩

[@yunus.k3804]

Your Mu should come as 135.75KNm as your taking the moment from midspan ! You did the error in CG while calculating the for 2 equation it's should be ((1.465+3.3/2 )/2)

[@mihirbadle7645]

Haana

[@yunus.k3804]

@@mihirbadle7645 yup bro!!!

[@yunus.k3804]

@@mihirbadle7645 bro like my comment so anyone who's here to learn won't make any mistake while solving it

[@-PratyasaDeka]

No he has done correctly bro.. you are taking wrong concept..he is exactly right 👍

[@ChandanDas-de6cv]

The calculation is correct at this point. No error.

[@tejasnatevlogs388]

Great Hardwork brother it helped me a lot Keep going,🔥🤗

[@sushreesouravirout2906]

Ur Explantion makes staircase design easier...Thank u

[@CivilInside]

Thankyou 👍

[@Zindagi8099]

U did it sir......too good sir tume...😌

[@dinanathsah3145]

Thank u so much for your effort Its really helped me....

[@manjunathkamtar6525]

Thank you sir Bahuth easy aur simple way me apne bahuth accha se samjaya

[@CivilInside]

Thankyou 👍

[@neelankusekhar9949]

Very helpful, thanks a lot

[@ddarshshah4503]

Why you didnt took Floor finish ? whole moment and total load will be changed please reply this....!!!

[@trickworld9434]

6:36 , 14:22 , 17:13 , 22:00 ,24:24,30:52,34:35,40:20,42:58

[@mohdanwarkhan4661]

Nice explanation

[@prashantthakur9749]

Thankyou sir 🙏🙏

[@CivilInside]

All the best.

[@arshidbohatachiverynicehus191]

Will done I am understand

[@46mahtolekalyani7]

Thank you sir..helpful video

[@CivilInside]

All the best.

[@dhruvghai5789]

Great video

[@SaiKrishna-zg9wg]

❤️ Thank you sir

[@RockstarRiajul]

Tbd value is 1.2 from where does the extra 1.6 comes in denomination??

[@superhitragini]

Good lecture, but weight kaise nikala ye smaj nahi aya, direct formulae ki bajaye thoda 3d me smaja dete to maja aa jata ❤

[@suranjansamanta3047]

Thank You Guruji

[@nileshjadhav_0978]

Thank you sir 😊

[@abhinaymarkanti]

A flight of stairs to be provided in an office building is to be supported by a stinger beam on one edge and a brick wall on the other. The effective horizontal span of stairs may be taken as 1.5m. The risers are 150mm and the treads are 270mm. Design the steps allowing a L.L of 3 KN/m². Use M20 concrete and Fe415 steel. problem on this type

[@sairethvikaburrala3138]

Sir can u explain how did u get the Ra and Rb as 68.5KN

[@-PratyasaDeka]

@aryanthakur8168 thank you so much bro ...god bless you

[@jayashreepgarad8217]

Best sir

[@jagdishkumar4007]

That's amazing

[@user-dm9qr2qp3d]

Nice explain thank you sir

[@CivilInside]

Thanks and welcome :)

[@omkarrepal7783]

Comprehensive design of building ke lectures daalo na please

[@alpeshmeghani8855]

Hi. Very Nice Video Quick question This staircase is resting on a wall on both sides at the edge, therefore the supports are considered as pinned. What if instead of the wall, the staircase would be resting on a beam on both sides at the edges. Do we still design the staircase as pinned? Also would the beam undergo torsion?

[@kailash_19]

Nice🥰

[@CivilInside]

Thanks 👍

[@user-dm9qr2qp3d]

Thank you sir

[@JagdishKumar-je3jq]

Nice work

[@jdsmarthandwritingwithstud2563]

That's great

[@SakshamSharmaBT]

Nice vedio

[@missjenny3056]

will u please upload open well staircase sum

[@mathsfriendly4109]

Amazimg

[@CivilInside]

Thanks 👍

[@HaBiBi512]

Thank U

[@starboyandroidgamerz]

How to calculate AST ? TELL ME

[@Goodvibes4me]

check for shear deflection?

[@sonukumar-bp4wb]

Nice

[@sreeharipp8734]

In finding thivknness ov waidt slav can we take eff span divided by 25 insted of 20

[@abhishekyadav7954]

Sir ismein floor finish include nahi hai why

[@pawannegi3827]

Hello sir, may you solve this..qus. Design a square col. For load 700 kn assume 1 percent steel. Draw reinforcement diagram.

[@ashika4855]

Sir,my faculty told me to take less spacing than whatever we get from the formula but you took little more ( 179.9 as 180 mm ,as per my faculty it may be 175 mm ) ...which one is correct please let me know?

[@Kalpeshhere]

Is bending moment right here?

[@aayeshasayyed9117]

Sir floor finish ko bhi calculate krna hota hai... pr aapne nhi kiya

[@ddarshshah4503]

Please reply when room size is not given than how to find effective span and landing?

[@ChandanDas-de6cv]

suitable consideration can take place

[@dnyikango1]

I think 325 mm is too high for D, we can reduce it by using the modification factor between 1.2 &1.5

[@ojasveeparihar5564]

Sir I solved such type of numerical , where I got No. Of risers 11.33 in each flight ,so it will be approx 11 right!? I am little confused can u please resolve my difficulty!?

[@CivilInside]

Yes, you can take 11. Design is all about assumptions. It's on you what nearby value you want to take that will satisfy your design 👍

[@ojasveeparihar5564]

@@CivilInside okay sir thank you!!

[@breadloaf..]

IN DEVELOPMENT LENGTH WHY DO WE MULTIPLY 1.6? THE TAO bd VALUE IS 1.2 SO SHOULDNT IT BE 1.2*4?

[@kalamroyal1359]

Ast value 1120 hota hai

[@tabzz03]

i wanted to knw y you divided by 1.6 in development length calculation as Tbd=1.2 for M20......please help i have exm

[@rachitjain253]

pls give answer to this

[@yashdevlikar1979]

1.2 value is for plain bars, but its mentioned in IS code to increase the values in table by 60% if you're using deformed/threaded bars in your design, that's why it is multiplied by 1.6...

[@sanskrutibhagat2179]

i did not understand the landing part....6000= 230+230+3300+ (landing) so landing = 2240/2 = 1120

[@shubhampatidar9094]

Same here

[@saikatdas3296]

Let width of tread-300 Total width-300×number of tread =300×11=3300 Total distance -6 Width of each landing=(6-3.3)/2=1.35

[@vedanshgarg7938]

18:18

[@niketpaswan6197]

How ast is calculated can you explain

[@yunus.k3804]

Your mu calculations is wrng

[@bhaveshchawriya7357]

development length m tau ki value kese li

[@sfa8876]

Landing ke DL aur LL me 1 se multiply kyu hua ??. Sir sorry to say but aapne sirf book ka solution likh diya kaafi kuch explain nhi kiya.

[@rupasarkar2803]

no of distribution bar????

[@gurpreetsethi6641]

Explain three flights in hindi

[@nandkishormore1507]

Please give detailed Reactions RA RB

[@ChandanDas-de6cv]

Total Load / 2

[@mihirbadle7645]

Calculation for Mu ??

[@hariomchandra9048]

Areh bhai nikali calculate kar ke riser and tread 12and 11 he aur final diagram meh 10 riser aur 10 tread hi banaya he kyu..ya book meh yahi diagram banaya tha isliye bana dia

[@mdaadil8767]

step 6 me ,DL me bd ka value kahan se ayea hai???

[@ritikwasekar2803]

Sir paper hai urgently pdf milega ky answer ka

[@ritikwasekar2803]

Sir urgent pdf melga ky

[@ashutoshgurav5043]

Bro how to solve ast plz can u explain

[@ayushdhiman12]

Neelam sharma book

[@ukbuilder6933]

Sir Ast 1120 aara

[@abhishekyadav7954]

Sir quality thik nhi hai

[@Blisi942]

Kengar gayatri (roll.no33)

[@prashantrohilla1637]

bhai sara book ka likha hua bolega kya

[@saurovborkakoty2608]

Your basic concept is not good. Can u explain the how u get the formula used waist slab wt and step wt? How many formula keep in mind during design RCC structure

[@abainajangju8497]

Video not visible

[@PREMKUMAR-kv1zp]

Bro can I get it in pdf

[@Organicbharat21]

पहले ये तो बताएं कि dog legged stairecase किसे कहते हैं? भाई, आम लोगों के समझ में आनी चाहिए न।

[@siddheshsagvekar691]

Engineering आम लोगो के बस की बात नहीं है.

[@thulungaboro6434]

Ur copying from the book only, how u distributed 6000mm explain me,

[@prathmeshmarathe8571]

Bhai dekhana he to dekh nahi to mat dekh

[@prathmeshmarathe8571]

Q dimag kha raha he

[@prjmaurya]

kyo ye WAIST SLAB ki thickness itni kon assume krta hai bhai.............. bhai tumhari videos dekh kr fail hogya mein

[@babaluqmaan400]

Lol

[@anums6196]

RA and RB value are wrong

[@uditsharma3113]

Likhna ni h drawing mai bna kr btana. Hota h

[@bhaveshchawriya7357]

wt of steps wrong ans h

[@krishpandey733]

sahi kya hai

[@shaileshgrao6432]

👎

[@Beseriousforfuture]

Good explanation

[@052cerahulpanwar4]

Great 👍

[@keldendorjisherpa2604]

16:45

[@vedanshgarg7938]

24:28