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

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Study how to Design a Dog Legged Staircase with Proper Steps & Procedure For Design.

#designofdogleggedstaircase, #dogleggedstaircase, #limitstatemethod, #IS456:2000,
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love your way of teaching thankyou sir

teamleonidas
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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!! <💝
& love from JADAVPUR UNIVERSITY.

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

salmam
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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...

missjenny
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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)

yunus.k
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Thanks a lot sir for clearing my concept🤩

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

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

dinanathsah
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Ur Explantion makes staircase design easier...Thank u

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

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

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

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

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

RockstarRiajul
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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

abhinaymarkanti
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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?

ashika
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will u please upload open well staircase sum

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

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

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

sairethvikaburrala