Sir, development length given by RCC consultant is for compression member (column)-45D and tension member i.e.(beam & slab) -56D so my query is for beam development length which one I should use.regards.
Sir drwing sath lekar smajou plint beam ki details drwing ke sath me aur beam me kitna grade use higa kitne raasue use hoga yeh sab btou sir ❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤
sir jab drawing me top extra bar diya ho. example- top 2-12# diya ho extra at support tab extra bar point A or point B dono traf 2-12# / 2-12# extra bar dena h ya ek he ya 1-1 bar de kr 1+1 = 2 ho jayenge?
Sir mere apne ghar ke chad ka construction se 4 din pehele Steel TMT bar barish main bhig gaya tha to usse koi proble hoga ya nehi please tell me sir..??? Mujhe tension ho raha hain
I watch your video only to clear my doubt about extra top bars at junction of main beam and secondary beam. As I know there is no need to provide top extra at junction because there is no negative bending moment at junction due to not any support at junction as column etc. specially for primary beam only resting bars needs to provide in bottom. or we can only provide extra bar in secondary beam.
Mera jo Footing tha wo Trapezoidal tha. Contractor ne pehle Simple footing ki tarah flat part ko cast kar diya, ab 1 din ke baad Slope cast kar raha hai. Aise karne se Trapezoidal footing ka strength kya bachega? Slope to ab Flat surface ke upar mix hoga nahi
Easy to understand and very helpfull knowledge...please continue such nice job of giving knowlege.
Very good information. Love from pakistan
Very helpful tips for reading drawing of beam with practical at site.Thanks a lot.
Sir u are gr8🤘🤘
Thank you brother
Bahut badhia sir 🙏 🙌 👏 👌 👍
Very helpful tips!! You are doing very great and helpfull work.
It's my altime fav channel
Thank you 🖤
Thanks for live training videos
Very good knowledgable video 👍
Thanku so much
Thanks For Teaching Sir
Sir, development length given by RCC consultant is for compression member (column)-45D and tension member i.e.(beam & slab) -56D so my query is for beam development length which one I should use.regards.
Ye sab bakvaas hai engineer ko paise khilasdo vo kuch bhi nhi check karega because I am also engineer
Sanjay 50D thumb rule hain bas samjh lo hame 50D lekar chalna hain
Not tension and compression members. It is bar in tension and bar in compression.
Ur the best sir
Very detailed thank u
Very nice sir g 🙏
Very nice explanation
Thank you for sharing
Thank you sir 💜 you are doing great 😘
Thanks for the information
Informative video
Thanks saurabh
please share
Sir drwing sath lekar smajou plint beam ki details drwing ke sath me aur beam me kitna grade use higa kitne raasue use hoga yeh sab btou sir ❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤
Love from rajasthan kota
🖤
Nice video sir
Bada wala beem ka spane kiya hai sir🙏🙏🙏🙏🙏🙏 batao
sir jab drawing me top extra bar diya ho.
example- top 2-12# diya ho extra at support tab extra bar point A or point B dono traf 2-12# / 2-12# extra bar dena h ya ek he ya 1-1 bar de kr 1+1 = 2 ho jayenge?
Sir mere apne ghar ke chad ka construction se 4 din pehele Steel TMT bar barish main bhig gaya tha to usse koi proble hoga ya nehi please tell me sir..??? Mujhe tension ho raha hain
Thank you so much sir for about beam information
welcome brother
Good information
Sir column checking tips pr video banao pls
Thanks sir 👍
wwlcome
Nice video
I watch your video only to clear my doubt about extra top bars at junction of main beam and secondary beam. As I know there is no need to provide top extra at junction because there is no negative bending moment at junction due to not any support at junction as column etc. specially for primary beam only resting bars needs to provide in bottom. or we can only provide extra bar in secondary beam.
Very good
Do you have levelling and survey related videos?? I need those.
yes of course check playlist
@@civilsitevisit will check thnx.
between two pillars 60feet span beam possible....?
sir PT slab par video chahiye
Sir cover ka ration kya hota hai or uska mix Design bolo sir
If column bars displacement 2-3 inch happened after ground floor, wt should I do, plz sir reply or make video on it
ofcourse i will make video on it
ghh
Kaha pe secondary beam use ho ta he iske upar ek video Vania sir.
Sir site engineer ki trainee kitne time' ka h sir ji
Sir ak continues beam ka bbs ka video banaeye , jis beam me 4 se jyada Lap aaye or uske lap ke bare me Pura bataeye
Nice
Anchorage length and development length me kya difference hota hai please tell me sir
same hai brother
Sir ek hi line me diffrent direction me column hai to kaise layout kre
smja ni apka Question
@@civilsitevisit sir ek hi line me column ki position change hoti hai to kaise kre
Top or bottom lapping k bare m batya hi nhi kha ana chiye l/4 span m ya out of span
What's scandry beam, main beam, face beam
ok new video bnata hun espe
Sir secondry beam, main beam ke kis location me dena chahiye
Sir jo beam starting main dikh rahy hai unmy sagging kyun dikh rahi hai ... Ya fir wo video main hi lag raha hai ...
bo beam abhi down ni huye hai
Development length column me cast krna ok.but colunm to pehle se casting ho gaai to kese development length provide kre ge
Sir I want to do internship and If money is required for that I can pay.
What is facebar
Sir column me ring n nahi hai
Konsa beam kiske uper ayega e kaise check kare?
Jawab bhi dedo
Shorter span main beam longer span secondary beam resting on main beam
Thnx sir
Sir BIM LA KO var kiteni
Lapping ke bare me kuch nhi batataya
Why not using couplers
Sir chhat me compression zone kha hota hai 😓
What's nag about sir
number
180 ka bend ??
Civil engineer
Sir plz .. BBS and material calculations btaado detail m
Mera jo Footing tha wo Trapezoidal tha. Contractor ne pehle Simple footing ki tarah flat part ko cast kar diya, ab 1 din ke baad Slope cast kar raha hai. Aise karne se Trapezoidal footing ka strength kya bachega? Slope to ab Flat surface ke upar mix hoga nahi
That's wrong
You just insert dead load over flat footing...
This rebar needs intensive sandblasting
Sir
Why are you not using English to explain
Sir aap jyada bol raha hai kya
Please used English for your English viewer's
ok brothee
Subtitle de do sir English walon ko bhi easy ho jayega
But video hindi me hin bana na sir
Adhi batein btai h
❤❤❤❤❤❤❤
Very nice sir
Nice