Sid site pr Ld nikalne ke liye ye jo aapne formula use liya h wahi use krna h ya fir ( Ld +10 db ) use kr skte h. Konsa formula use krna better rhega jisse ki hmari calculation glat na ho...???
Sir your methode of teaching is good there is some demand of today will you make a video on earthquack resistance base design in economical way in detail for zone wise
Ld = Dia of bar × stress of steel / 4× design bond stress = Dia of bar × 415 / 4× 2.4 = Dia of bar × 415 / 9.6 = Dia of bar × 43.23 So,For M20 Concrete, Ld = 43.23d is coming. Then how u put on table as 48d? Hope i derived it correctly. This is my doubt. Pls clarify my doubt bro.
For example, M20 Grade , Fe 415 grade of steel. Ld = (D x 0.87 x 415)/ (4 x 1.92). = 47 D (Tension Zone). Ld = (D x 0.87 x 415)/ (4 x 2.4). = 38 D. (Compression Zone). Note: Permissible Stress or design stress - (0.87 x fy).
Sir site pe different grade of concrete kaise casting hota hai..jaise slab M15 aur Beam M20 hai aur column M25 to beam aur slab ka casting kaise karange...wo to mix ho jayega please ek video bana dijiye to confusion khatm ho jayega
Sir Ld to samajh mein agaya lekin ek doubt he Mann lijiye 20 mm dia ka rod he M25 grade pr 49d hua iska mtlb 49×20=980mm hua lekin beam ka size 250×400 he 980 mm ka rod kliye place to nhi he na sir jyada se jyada 575mm ka dala ja sakta he please ek video mein iska doubt clear kijiye
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 ?
Why Development length increased w.r.t increase of bar strength.. Don't u think practically it should be Lower?? What is the reason If we put Higher strength bar we have to use more bar. 😇😇
Thank you for your awesome video. First it will be different for tension and compression member. You told that you have assumed a factor of safety. Can you please mention that. Please mention your email id. I will send you a file. Please check it. And if it is if your use you can utilize it.
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I am from (Peshawar) Pakistan.
Sir ap k Channel ki waja say may Civil Engineer hon...nhi tu 4 years University may itna NAHI sekaya gaya tah
You are the great person who is teaching to the civil Engineer
Bhai samjhata bhut deeply aur bhut acha hai
Sir aap jaisa samjate ho vahi best hai
No need to upgrade for now
Very Good lecturer in civil engineering.
Bord konsabhi ho bus apka sikhane ka tarika achha hai 🙏🙏🙏
Nice information sir .
Ap hi ho ho free me SAB kuch batate ho.
Sir Apme talent itna jyada h aane vale time me sab kuch afford kr paoge ap
Sir aapka hi video pasand aata hai
excellent development length rule ,formula & calculation #👍👍👍❤️
Panel ki jarurt..nhi..
App acha sikhate ho sir
Last is best sir....
Awesome video sir very helpful but make a video calculation of shuttering
Finally you clear my confusion!!finally safety factor is used 👍🏻 tnx sir👍🏻🥰
Good guidance for up coming civil engineers,thanks a lot
Thank you sir, sir I'm a big fan of you
Mukesh Bhai, ek din Interactive Panel pe aap jarur sikhayenge. May God Bless you.
Thanks bhai
Thanks sir..I am new in the construction industry and it helps me lot to learn..keep it up
Mehnat karte ho bhut
Good teaching sir love you ❤️
I love you sir and your study process
bahut shukriya sir
We need knowledge..... You provided quality ❤️✨
Very informative video brother please make a video on joint measurement and joint measurement record.
Tumhari jaisi video mene kisi bhi civil ke page pe nhi dekhi
Very nicely explained
Sir plzz make video about prestressed concrete on complete basis
Awesome! Important topic
Very nice sir ji
Very helpful sir ... please messure ment book fill per video banaye sir.. please..
Board hai Sahi hai aage lelejiye aur simple ho jayega aur weldone bhai
Sir yeh development length tension member ke liye tha yaa fir compression?
Tension
Very nice bro
Very nice video sir
Very informative
Nice work sir Very useful video keep going
Plz make on video about lap length as per grade of concrete & steel
Nice 👍 sir
Sir ye video compression members k liye hai ya tension members k liye
Excellent
Great work sir. Keep it up
Nice sir
Try SEET 2021 to calculate Ld and Ls
Sid site pr Ld nikalne ke liye ye jo aapne formula use liya h wahi use krna h ya fir ( Ld +10 db ) use kr skte h.
Konsa formula use krna better rhega jisse ki hmari calculation glat na ho...???
Thank you ❤
Thanks you so much
Sir lap length kaise lete h wo bhi bta dijye ... IS CODE se
Thank you sir
Sir make some videos on pile based foundation and full piling procedure .
Ok
Sir your methode of teaching is good there is some demand of today will you make a video on earthquack resistance base design in economical way in detail for zone wise
Ld = Dia of bar × stress of steel / 4× design bond stress
= Dia of bar × 415 / 4× 2.4
= Dia of bar × 415 / 9.6
= Dia of bar × 43.23
So,For M20 Concrete, Ld = 43.23d is coming. Then how u put on table as 48d? Hope i derived it correctly. This is my doubt. Pls clarify my doubt bro.
I m agree with ur question plz clearify it
Video k last me ye doubt b clear kiya gya h
@@analkumarbehera2226 Video k last me ye doubt b clear kiya gya h
Is your doubt clear beacuse i have same doubt. If yes plz elaborate me as well
For example,
M20 Grade , Fe 415 grade of steel.
Ld = (D x 0.87 x 415)/ (4 x 1.92).
= 47 D (Tension Zone).
Ld = (D x 0.87 x 415)/ (4 x 2.4).
= 38 D. (Compression Zone).
Note:
Permissible Stress or design stress - (0.87 x fy).
Sir please roadwork pe video banayiye
I love❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤ u big broooooo well explain and thank u so much.
Sir plzzz tell me how to find bolt distance in circular tank
A jo chart banaya o compression member or tension member kis kaliya?
Big fan sir
Can you tell me how to come 57d
Plz clear to my concept....
Sir ji scaffolding and shuttering calculation ka ak video banao
Thanks u sir
Sir , what is laser construction , have you gone through ?
550D steel ke liye LD kya lete hain
👏 👏
Sir one Doubt Which value we taken They have two method Limit state method & Working stress method which value is right
सर आप ऑनलाइन क्लास करवाते है तो लिंक भेजिए सर
Sir site pe different grade of concrete kaise casting hota hai..jaise slab M15 aur Beam M20 hai aur column M25 to beam aur slab ka casting kaise karange...wo to mix ho jayega please ek video bana dijiye to confusion khatm ho jayega
Sir, drawing scale pa ek video baniya
Sir ,round stair case batao
🙏
Sir ye values fix he kya fe 415 or fe550 ke liye
Sir development length kitna bend karna hai
Calculation of shuttering
Sir underground parking barea may ek video baniyea...ghar may koarna kaisya raheaga?
Sir jaise ki beam ka size km h aur development length jyada aati h to us condition m kya krna cahiye
What is the defrence of Fe415 or Fe500.
🙏⚡
Sir Ld to samajh mein agaya lekin ek doubt he Mann lijiye 20 mm dia ka rod he M25 grade pr 49d hua iska mtlb 49×20=980mm hua lekin beam ka size 250×400 he 980 mm ka rod kliye place to nhi he na sir jyada se jyada 575mm ka dala ja sakta he please ek video mein iska doubt clear kijiye
Sir, what factor of safety used please clear so we can find exact correct value?
Sir could plz explain how you get 48d .could you please give me an example
I love you ❤
As for site pr ld kaise nikale
Waise shaporji ka question tha kiya pura
Thank you sir...
But sir, what about.87 fy?
Is this correct , the value of stress singma S =.87fy?
Yes correct 👍.
0.87 phir ye aaya Kahan se..pls explain
Ik AC lga lo sir.... Grmi bhut hai
ji sir...garmi toh hain
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 someone add 10d eith developmnt length.. for ex 10d+ 50d... is it right
Yes.... At end support
Sir how to cal 57d, 49d,46d cal value kaha se aya
In drawing 36d given but site we area provinding 50d is any wrong
Send the link to devepment length
What is the development if foundation dimensions are LXBXH (1000×1000×1000)mm reinforcement is 10mm or 8 mm. Send me formula
Why Development length increased w.r.t increase of bar strength.. Don't u think practically it should be Lower??
What is the reason If we put Higher strength bar we have to use more bar. 😇😇
Board aayega
Thank you for your awesome video. First it will be different for tension and compression member. You told that you have assumed a factor of safety. Can you please mention that. Please mention your email id. I will send you a file. Please check it. And if it is if your use you can utilize it.
civilengineeringofficial@gmail.com
Not received
@@LearningCivilTechnology please check it now. You will find an attachment there
You have made this by watching my previous video... It's good ..
@@LearningCivilTechnology please check it... and add the factor of safety
Sir, nice vedio, sir pls tumcha number hava hai.
Sir aapka numbers mil sakta h
Ld kyo diya jata hai sir
Safely stress ko concrete me transfer karne k liye
Thank you sir
Thanks sir
Thank you sir