Koi khatra to ni h but self weight of staircase zyada ho jayega..or agr us staircase 12mm ki steel lagi hui ho to stair ko kuch ni hoga but agr 10mm ki ho to future thoda risk ho skta h due to extra weight. Normally west slab ki thickness 6 inch hoti h
I know it's easy but...apko ata h lekin kisi kisi ko ni ata h...jb mai bhi fresher tha mujhe bhi ni ata tha usi taraf wo video un freshers engineers k liye h jinhe ni ata.....ap to high level ke ho😊
Dear sir, How to calculate the average spacing of ties, if a column having length of 3 m. The spacing of ties in CR (i.e. 1 m) is 125 mm and in NR (i.e. 2 m) is 175 mm. Thanks
Great.....👍 Ye RCC drawing hai....working drawing jb ap kisi site lagoge to apko bhi aisa hi plan milega isi ko dekh kr hme site reinforcement bar provide krna hota h
a o a sir I do not have words for thanks really you are too excelent teacher your matherad is too good it is very very help full videos sir please tell me how can i contact with you
Thanx for that lovely comment..u can connect with me by facebook, instagram and email. Have in the description. One more thing don't write a o a....it's not good Assalamualaikum is better and for your salam walaikumassalam kamran khan
Bhai jaha BM JYADA HOTA H WAHA tension sabse kam hota h .....kuch b bologe matlb or uska reason ye h k top bars ko overlap edges p isliye nhi krte kyunki edges m top m tension aata h jiske karan joints nikl skte h edges p isliye centre n krte h kyuki centre wale portion m top wale region m compression zone hota h jisse joints niklte nhi h 🙏
Mai smjha ap kya kahna chahte hai fir bhi clear kr deta hu maine design mix bataya h concrete ka M15 se le kr M40 tak ka jis me ye baya h k apko aggregate kitna liters lena h sand kitna liters lena h 1 bag of cement k liye of use farme me kis tarah convert ktna h.......farma ka size fixed rhta h according to liters jitne liters lag rhe h utne size ka farma le skte h ex 30 liter ya 35 liters ya 40 liters etc
Sir, ish commercial building ka pura construction process ka video banaye, to humlogo ka bohut help hoga sikhne me, jese ki foundation ke bad column ke kinte bad p. Bem dena hoga, kob kob lift ka kam suru korna chaiye, full details... Please sir
Sir I am very week in structure work I don't no how do the work with drawing already I am doing work without drawing sir please can u help me. Please can u make easy drawing for structure refocement for beams column and slabs
Sir as per is 456 ..span should be span know ..in this typical drawing why have u considered clear span??? And at bottom it's 0.15L from the middle of the support right why have u taken every distance from face of the column???
For the top bar u should simply calculate the Beam length and Anchorage length as 50D but For the top extra bar in cantilever u should take 1.5*L3 thats it no need to take Anchorage length for that. u can cut it as straight.
Aap kahte hain ki humein tenson zone par lapping nahi karna hai, aur aap ye bhi kahte hain lapping zone bhi yehi sahi hai aapne diagram jo tenson force discribe kiya tha uske hissab se lapping provide karni chahiye ya nahi
Sir, i salute you bht badiya samjaya hai apne kamal ho sir ap kamal. zindagi bhar nhi bhulunga. dil kara hai kai bar bar video dkun thanku.
Bahoot behtarin bhai
Sir your information is very good ☺️ please continue information .I am thankful to you
Bai ..I am here in Dubai past 12 years..m architectiral..but now I statred to do structural also..thanks for sharing this usefull knowledge..
Great bro....keep it up....and....thank you
Hai sir jithin prem
Thank you bro..nicely explained 👍
Very helpful❤ thank you sir
Very Good Sir Vary nice sir aapne Bahut hi achhe se Samjaya hai Very good information thank you Sir God bless you sir
Amazing 🔥🔥 mzaa aa gya.... Ek baar 10k likes tap krne ka option btayye sir
Sir you explained very well , keep it up .
Good information thank you very much sir,,nice explanation
Very nicely explained
Bhai maja aa gya....bhai building construction se related full detailed provide krao...
Ok
Jite bar dekhun ye video lage ke aur 500 bar dekhun. Khub bhalo.
Thank you
Sir bahut bahut dhanyawad 🙏🙏🙏 aap giyan diya mujhe
My rad bending Formen hedrabad. Bihar se hu
Excellent my dear sir keep it up.
Thank you sir
Explained very nice
Mind blowing sir . I want to more slab ref detail also. I am a civil engineer
Very nice video.
Sir really excellent video.
To give very good information.
Thanks a lot for such knowledge. U r making my knowledge greater & greater.
Thanks.. Very nicely explained. 👍🙏
Yar sahi bol rahe ho .mai foreman hu steel ka rebar ka
Thanks for this video sir
Good information....sir have you created all tht chart format with drawing through auto-cad or from ms excel sheet....plz do reply Sir if possible..
Thank you sir❤❤❤
Respected sir you show it very better and we impress you lot.
I want to ask how we put cantilever bottom mid span .please kindly tell its.thanks.
Can we make continuous beam only with top and bottom bars of size 10 and 12 mm ?
Without bent bars?
Jazak Allahu Khairan
Ameen.....
Sir agar mai apni said ki duraig ka kuch samajhna chahun to sir aap samjhayenge
Staircase.ki.west.slab.ki.thicknes.7inch.se.jyada.ho.jay.to.use.kuch.khatara.to.nahi.hai.na.sir.bataiye.please.
Koi khatra to ni h but self weight of staircase zyada ho jayega..or agr us staircase 12mm ki steel lagi hui ho to stair ko kuch ni hoga but agr 10mm ki ho to future thoda risk ho skta h due to extra weight. Normally west slab ki thickness 6 inch hoti h
कन्फूजण.दूर.करने.के.लिए.धन्यवाद.सर.
Super bro👌👌
Thanks bro
Drowning read karna is very easy
I know it's easy but...apko ata h lekin kisi kisi ko ni ata h...jb mai bhi fresher tha mujhe bhi ni ata tha usi taraf wo video un freshers engineers k liye h jinhe ni ata.....ap to high level ke ho😊
Helpful 😊
Well explanation
This vedio are helpful, thank you this vedio sir.
Beam me steel ka over laap bhi to hoga bhai
Ha bhai overlap bhi hoga jaha steel length kam pad jayegi or uska kaha kaha or lapping de skte h or kyun....wo bhi bataya h
bhai bottom extra bar L/5 liya jata hai na....
Ni bhai bottom extra bar agr L/5 liye to us bar ki length bhot kam ho jayegi or itni chhoti bar beam ke tention stress ko sambhal ni payegi.....
Sir you explained very well, can you provide us the AutoCad drawing of this and layout plan?
Fantastic video
Thank you
Thanks❤ nazeer shaikh fitar formen shukriya dost
Very good.
Thank you so much sir
Can u make these drawings with detailing in autocad with clear explanation like this sir
Thanks a lot sir
Sir plinth beam ki elevation bhi read Kara btaye
Hello sir..beam steel calculation pr video banaye na..is beam ka .. is video ko dekhkar samj aaya read kaise krte hai.. drawing
Sir,
I wanted cutting length of Steel of this plan.
So it's May request to make a video of this plan.
Ok....prachi
I will make video on that.....
Dear sir,
How to calculate the average spacing of ties, if a column having length of 3 m. The spacing of ties in CR (i.e. 1 m) is 125 mm and in NR (i.e. 2 m) is 175 mm.
Thanks
very helpful level
Very nice sir
Sir very very thank you for this information.
One more request sir please provide this drawing in pdf.
Please sir..
🙏🙏🙏
Ok... follow me in instagram I will share you on that
Mujhe is book ki nam batay bohot help hogi meri may avi b tech student hun civil
Great.....👍
Ye RCC drawing hai....working drawing jb ap kisi site lagoge to apko bhi aisa hi plan milega isi ko dekh kr hme site reinforcement bar provide krna hota h
Sir this is standard for all type of continuous,cantilever or simply supported beams?..
Yes...that is standard for every beam...that's why it's called typical beam Reinforcement details.
Very informative vido s ❤️
Nice video
a o a sir I do not have words for thanks really you are too excelent teacher your matherad is too good it is very very help full videos sir please tell me how can i contact with you
Thanx for that lovely comment..u can connect with me by facebook, instagram and email.
Have in the description.
One more thing don't write a o a....it's not good
Assalamualaikum is better and for your salam walaikumassalam kamran khan
Bhai kabhi time milega to B.B.S solve ka bhi video Bana Dena bhai
Bhai mere BBS pr bhi video banaya hua h ap mere playlist me jaa kr dekh skte h
Ld is at inside of support
Agar sir Ld+10 ho to ky krn ho gy
Dear Ld means developing length but in the bottom or top of beam it's called splice not Ld, take care.
Sir If u could put beam layout, details chart along with this typical beam detail drawing ,it will be helpful for better understanding.plz put
0.25L1 ka matalab kya hota he
1/4 =0.25
L1 matalab beams ko part divided kiya gya hain
Thank u so much sir this video very helpful for us..
Thanks.
Sir ye drawing ajay mahale sir ki hai na ?
Ri8.....ap jante ho ajay mahale sir ko
@@ENGINEERINGTACTICS han sir
Ajay sir vaibhav laxmi builder n devloper k project par kaam kar rhe hai ...
Ok....👍
Kaha pr hai ye project....or ap us builder k site engineer ho kya
@@ENGINEERINGTACTICS project vikhroli kannamwar nagar me hai ..
Main contractor k pas hu
As a site engg ...
Bhai jaha BM JYADA HOTA H WAHA tension sabse kam hota h .....kuch b bologe matlb or uska reason ye h k top bars ko overlap edges p isliye nhi krte kyunki edges m top m tension aata h jiske karan joints nikl skte h edges p isliye centre n krte h kyuki centre wale portion m top wale region m compression zone hota h jisse joints niklte nhi h 🙏
Yes bro and agr simply support beam ho to uska tension zone niche ata hai and compression upr vese hi cantilever beam me ulta hota hai
Good sir
Thanks
سر چہمبر کی اور مین ہول کی تعلیم دیں ڑوڈ پاٸیپ لاٸین اور اے ٹی سلات کی چہمبر بناٸیں
Sir plinth beam bbs chaheya.
Sir is beam ka BBS or bana ke dikhana please sir
Sir dadar ka video bhejiye
Ok
Nice.........m
Thanks
Sir apki sari videos achi hoti hai..but jo apne m25 ka design mix kiya usme ye nahi btaya ki farma kaise banega...30 aur 35 ka
Mai smjha ap kya kahna chahte hai fir bhi clear kr deta hu maine design mix bataya h concrete ka M15 se le kr M40 tak ka jis me ye baya h k apko aggregate kitna liters lena h sand kitna liters lena h 1 bag of cement k liye of use farme me kis tarah convert ktna h.......farma ka size fixed rhta h according to liters jitne liters lag rhe h utne size ka farma le skte h ex 30 liter ya 35 liters ya 40 liters etc
@@ENGINEERINGTACTICS okay thanks sir ...
Hum e ek drawing de sakte hai?
Sir slab ka bari me kuch video vegiye please
Sure......
App beam ka bbs kasa nekla ga on paper bataya sir
Sir, ish commercial building ka pura construction process ka video banaye, to humlogo ka bohut help hoga sikhne me, jese ki foundation ke bad column ke kinte bad p. Bem dena hoga, kob kob lift ka kam suru korna chaiye, full details... Please sir
Ok...mai koshish krunga sari video banane ki construction k uper ....abhi to plinth complete ho chuka h....age kaam hoga to banata hu
Thank you sir
tkn vai lm from oman vai plz doga kese dwring ka hisab se kartahe plz ak video dije
Nice....shabbir bhai....I can't understand whatever you said. Plz say clearly
Sir I am very week in structure work I don't no how do the work with drawing already I am doing work without drawing sir please can u help me. Please can u make easy drawing for structure refocement for beams column and slabs
No problem I already uploaded that type of videos you can watch it that's helpful for you and then you will asked me any doubts about structure.
Is beam ka bbs bna kar dekha do please
Sir as per is 456 ..span should be span know ..in this typical drawing why have u considered clear span??? And at bottom it's 0.15L from the middle of the support right why have u taken every distance from face of the column???
Is there any job requirement for civil engineer???
Sory bro.....I don't know any vacancy
Plz give me mix design proportion
Don't worry design mix proportion video come soon....stay tuned.....
Sir, L1 = effective span lena hai ya cler span?
Clear span (drawing mein dekho inner to inner length hai L1 l2 l3 sab)
Can u pl upload drawing sheet?
Sir g 7:45 per wo bending moment diagram nhi ha... bending moment positive hoti ha jahan per load zyada ho
L1 means clear length of beam or c/c length??
Bravo
Best
Thank you
How to calculate Ld
Ld is already given by the RCC designer on the RCC drawing....like as 40D,45D,50D.....
If the cantilever beam is there, we calculate 1.5*L3 on top rebar ?
Anchorage bar length calculate like 40d ,50d?
For the top bar u should simply calculate the Beam length and Anchorage length as 50D but
For the top extra bar in cantilever u should take 1.5*L3 thats it no need to take Anchorage length for that. u can cut it as straight.
LD me 10 daya Kaya hota h batao n
Mai smjha ni...ap fir se puchiye
Aap kahte hain ki humein tenson zone par lapping nahi karna hai, aur aap ye bhi kahte hain lapping zone bhi yehi sahi hai aapne diagram jo tenson force discribe kiya tha uske hissab se lapping provide karni chahiye ya nahi
Which code is this?
Sir the beam plan I am studying has development length=Ld + 10db
Ld= lapping length =50D
(Mentioned in notes)
Fir apne kuch alag btaya ??? Asa kese
Lapping length or development length dono same hi hota h...jisko Ld se denote krte hai
@@ENGINEERINGTACTICS Sir mene edit karke tik kiya h. Plan mai asa diya h
Sir can you put english subtitles nextime. Please😇😇
I tried for it but it take much more time to typing and editing....
Do u know any shortcut method to put subtitles on video
Development length koun h bhai
L1 ki length kaha show kar rha, kaise pata karenge L1 ki length
Dear sir if you explained it in English it would be great.
Formeni sikhna hai