How to read beam reinforcement drawing | typical beam reinforcement details 

Great bro....keep it up....and....thank you

Hai sir jithin prem

Ok

Thank you

Thank you sir

Ameen.....

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😊

Thanks bro

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

Ok... follow me in instagram I will share you on that

Ok....prachi I will make video on that.....

Thanks

Yes...that is standard for every beam...that's why it's called typical beam Reinforcement details.

Very informative vido s ❤️

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.....

Bhai mere BBS pr bhi video banaya hua h ap mere playlist me jaa kr dekh skte h

Ok...mai koshish krunga sari video banane ki construction k uper ....abhi to plinth complete ho chuka h....age kaam hoga to banata hu

Nice....shabbir bhai....I can't understand whatever you said. Plz say clearly

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.

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

Sure......

Clear span (drawing mein dekho inner to inner length hai L1 l2 l3 sab)

Don't worry design mix proportion video come soon....stay tuned.....

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 ...

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

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.

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

Sory bro.....I don't know any vacancy

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

Ok

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

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 ...

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.

Yes