How to Derive Development Length of Bar Formula as Per IS 456 2000 with Example |Learning Technology
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- Опубликовано: 13 окт 2020
- How to Calculate Development Length of Bar as Per IS 456 2000 | By Learning Technology
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In this video, I am going to teach you How to Derive Development Length of Bar Formula as Per IS 456 2000 with Example |Learning Technology
#DevelopmentLength #IS456 #LearningTechnology #CivilEngineering #CivilEngineerMukeshSah #50D
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✔L & T - Learning Technology: This channel contains Technical Lectures on "Civil Engineering Topics like BBS (Bar Bending Schedule), Quantity Estimate, Rate Analysis, Surveying, Billing Estimate, House Construction, Civil Engineering Interview Question and Answer, Civil Site Related Videos, How to Read Civil Engineering Drawing, Building Estimate, Metro Rail Construction, Basic Civil Engineering Knowledge, Civil Engineering Softwares " from Personal Field Experience by Civil Engineer Mukesh Sah.
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Is video ke Description me aur bhi videos hain jo apko apke INTERVIEW me help karengi.
Sir, whatever you teach, teach according to the code, it is easy to understand ilke this lecture.Thanku sir
Sir aapne to pura concept clear kar diya sir mere liye to AAP legend ho ..... thanks sir
Sir sigma s = 0.87× fy =0.87 × 500 N/sqmm = 435 N/ sqmm as per limit state method
Exclent sir
Aap bahut aacha samjhate ho
doubtless knowledge u shared sir ....tnk u
Within 10 to 15 minutes, one of the important concept is covered in detail. Thanks a lot Sir!!!
Sir aapko bahut knowledge h
Sir app super se upar hain.....☺️
Superb Sir❤❤
Thank you sir ji
Superb explanation.
Sir apka sikhane ka tarika bahut badiya hai. Awesome topic sir and awesome teaching skill sir.
Your teaching method is suuuuuuperb .
Thanks a lot
Fantastic explanation Sir
Aaj pehli baar sikha ki how to derive D.L.
Thank you so much
Bhagwaan aapko aur bhi tarakki deve.🙏🙂💐
The way you explain this purely technical knowledge also can understand by non technical people ... It's your strength!
People don't teach and share there practical knowledge and experience like this in this time... Your simplicity and Great thought of Sharing your knowledge is making you a Different and Kind Human being!!!
Thank Very much Once again...
Deep Reverence from Nepal!🙏🙏🙏💐
Aaj aur jyada clear ho gaya sir..thank u sir
Many 2 thanks
Very nice Sir.
Thank you soo much sir for your effort.. 🙏
Thanks u sir
Good information
What an explanation sir...u r rockstar 💫
Yes
Thanku sir
Sir your way of teaching is very different and very easy for us to grab the concept....
@1:30 I agree aapne description me sab dala hua hai.
Aap particular topic ka hi link provide kariye..
Aap mix kar dete ho...related topics dara karo... Itni khichdi ban jati hai... To video dekhne ka mood nhi hota.
I appreciate aap bhut accha padhte ho,
Lekin links ko acche se manage kariye
Thank you sir
Apse ham bhaut kuch sikha
Safe bearing capacity of soil test for house plan
Ka video banayie sir
Please sir
Sir you are Great! !!!
Thanks Bro 🥰
Nice video sir
Ohh Lovely sir.. Thankyou.. Sir steel bar keh lap Length keh liyeh hum 40d 50d and 60d use kartay Hai. Yeh kahan say Ata Hai.
Girder cast drawing profiling ka video bnao na
Sir building me tension member konse hai aur compression member konse hai Iss par ek video Bana dijiye 🙏 please 😊
Ok
Sir how to calculate lap length for different grade of concrete pls made a video on it like development length calculation hope u will be consider it
Sir plz make a video on tunnel engineering complete it's basics and others .
Plzz plz foundation and footing me difference and dono ke types pe vedio banaye sir plzz
Next vedio usi pe banaye kyuki aap jis tarah samjhte ho sir vo sabse alag hota hai.!
Sir auto cadd me plot ka arae kaise nikale irregulr shape ka
It's grade of concrete inversely proportional to Ld
Sir,in our site the RCC consultant recommend to use 56d for compression, but my query is that from which IS Code it is taken.please reply.regards.🙏
sir please make video on bridge engineering asap. please sir.
Sir lap length bhi kaise provide krte h wo bhi bta dijye pls
For tau and value which IS Code we should refer 🙏
Ld of beam and slab in compression member and Ld of column in tension member kiya hoga. Please help sir
Sir, one doubt. If grade of steel increases the strength of steel also increases. Then Ld should decrease but, still why the Ld increases. ( of course Sigma of S is in numerator of formula I know)
Sir agar hamara dia of steel increase hoo rha hai kisi floor k baad aur man loo ki meri slab cast hoo chuki hai aur mujhe dia increase krna hai usi floor see toh iss case mai ham bina rebar aur dismentaling krke high dia of steel kaise provide krege
Sir sigma s ki value aap fy k equal le rahe he but in LSM me we take it as 0.87xfy
Also sir
Ld for compression = Dia Sigma st/ 4 Tau bd
Ld for compression = Dia Sigma Sc/ 5 Tau bd ..
Means while calculating Ld we will take different values of stress in steel in compression & tension of same dia of bar ..
Such as ..
Sir you know everything best so I am fully confused . So please clear confusion ..
COLUMN LENGTH HEIGHT / PILLAR KI UCHAI (LAMBAI) 10FT SE (12',14',16',18) JYADA HONE SE KIN CHEEZO KA KHAYAL RAKHNA CHAIYE ANY SPECIAL INSTRUCTIONS IS PER KOI VEDIO BANAE ?
Sir Fe 550 D er respect e ld Kitna ayega
Important information. Is it important at site
Ofcourse
@@LearningCivilTechnology But development length will be mentioned in the drawing. So exactly where is the use.
Sir,,
Code Tension aur Compression ki baat karta h matlab zone ya members kaise differentiate karenge... Beam & Slab has both compression n tension zone....
I have this little confusin, please clarify
Sir you have very good knowledge of many things . I am sorry to say I am not satisfied 100% with this video .
Please clear my confusion..
You took Yield strength while calculating Ld . But what is the value below
For tension safe permissible stress in steel .
Fe 415 = 230 N/mm2
Fe 500 = 275 N/mm2
Fe 550 300 N/mm2
For compression
Fe 415 = 190 N/mm2
Fe 500 N/mm2 = 230 N/mm2
Fe 550 N/mm2 = 250 N/mm2
Sir is vedio mai ek confusion hai phle waala vedio mai v confusion tha. Left side mai development of beam and slab in tension member ke liye nikale hai and right side mai development length of column in compression member nikale hai. To confusion yah hai ki. Ld of beam and slab in compression member kha nikale hai and same Ld of column in tension member khan nikale hai. Please 🙏 btaaye sir bhut dino se yah doubts hai
how to study third party soil test report
SIR APKA LD TENSION MAY 50D LIKHA HEY BUT SITE MAY 40D LETE HAIN JO FACTOR OF SAFETY LETE HEY OH KESE ADD KETE HAIN
Sir working stress method se kese nikaale
Sir development length kyso nikhldiya na same lapping length keleyee iysaaa nekhale ki video bhanrooo sir jiii plzzzzzz ,,,,,,chotey request
Sir, Stress in bar=0.87*fy. But u hv taken Stress in bar =fy,which is wrong
Sir one doubt hai,
Exampley me kai se pata chale ga ke value 60% / 25% increase ho rahi hai?
Plz give me answer 🙏🙏
OPC 53 grade IS code kya hai 269 ya12269
Stress value 500 kaise hua, in limit state method it is 87 ℅ not 500
Sir grade of steel bar pe 60 likha he. Ye Fe mn convert kr sagtee hn.
Jhunjhuna???!!! 😏
Calculator
500/4*2.4 likha hai or apne 500/4/2.4 likha hai...apne divide kyun likha hai.