Beam steel checking 10 Tips for Site Engineer | Beam Reinforcement Checking Practical at site

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#civilengineeringbasic #Practicaltraining #siteengineerTips

[@Akashwaghmare17]

Easy to understand and very helpfull knowledge...please continue such nice job of giving knowlege.

[@Nasirali-tx6zj]

Very good information. Love from pakistan

[@sanjayborge2240]

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.

[@God5star]

Ye sab bakvaas hai engineer ko paise khilasdo vo kuch bhi nhi check karega because I am also engineer

[@muhammadsamofficial1076]

Sanjay 50D thumb rule hain bas samjh lo hame 50D lekar chalna hain

[@safikulhossain5131]

Not tension and compression members. It is bar in tension and bar in compression.

[@akshayasthana1066]

Sir u are gr8🤘🤘

[@civilsitevisit]

Thank you brother

[@jaimitsoni6197]

Thanks for live training videos

[@avtarsingh-or6qv]

Very helpful tips for reading drawing of beam with practical at site.Thanks a lot.

[@khemrajlodhi476]

Thanku so much

[@karthik133]

It's my altime fav channel

[@civilsitevisit]

Thank you 🖤

[@mohdaslamkhan1907]

Very helpful tips!! You are doing very great and helpfull work.

[@sourabhverma6143]

Love from rajasthan kota

[@civilsitevisit]

🖤

[@baljeetkumar3586]

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.

[@kidslearninguni56]

Thank you for sharing

[@debasishrko8253]

Bahut badhia sir 🙏 🙌 👏 👌 👍

[@vishnukumar4250]

Very good knowledgable video 👍

[@ravindersinghrajawat249]

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?

[@phyohtetkoko929]

Thanks For Teaching Sir

[@ramchouhan5891]

Very nice sir g 🙏

[@hussanakbar8017]

Ur the best sir

[@pawanmehra6959]

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 ❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤

[@saurabh3692]

Informative video

[@civilsitevisit]

Thanks saurabh please share

[@globalindustrialpark8014]

Very detailed thank u

[@goutamdas3567]

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

[@DHARIENGICON]

Thanks for the information

[@izharalam416]

Very nice explanation

[@akshaykumardornal9135]

Nice video sir

[@sahinalom2758]

Nice

[@mecaptain4293]

If column bars displacement 2-3 inch happened after ground floor, wt should I do, plz sir reply or make video on it

[@civilsitevisit]

ofcourse i will make video on it

[@rahulgawai749]

ghh

[@mithunjoshi411]

Sir column checking tips pr video banao pls

[@shahwahaj]

Good information

[@souravsingh8897]

Very nice sir

[@mukeshkumbhar7059]

Sir cover ka ration kya hota hai or uska mix Design bolo sir

[@satyasauravajena5010]

Thank you sir 💜 you are doing great 😘

[@regularhuman95]

Do you have levelling and survey related videos?? I need those.

[@civilsitevisit]

yes of course check playlist

[@regularhuman95]

@@civilsitevisit will check thnx.

[@nakulakoushalya6976]

Thank you so much sir for about beam information

[@civilsitevisit]

welcome brother

[@usmanawan3083]

Very good

[@akhil-57]

Sir site engineer ki trainee kitne time' ka h sir ji

[@anuragpandey5333]

Thanks sir 👍

[@civilsitevisit]

wwlcome

[@shaiksajid1909]

sir PT slab par video chahiye

[@anuragpandey5333]

Anchorage length and development length me kya difference hota hai please tell me sir

[@civilsitevisit]

same hai brother

[@swarnadiptanandi5299]

What's scandry beam, main beam, face beam

[@civilsitevisit]

ok new video bnata hun espe

[@vishwajitthakur8521]

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

[@zuberalam7321]

Nice video

[@dubailomiteluguabbai3971]

between two pillars 60feet span beam possible....?

[@azadalam4007]

Bada wala beem ka spane kiya hai sir🙏🙏🙏🙏🙏🙏 batao

[@pritiranjanmondal2914]

Kaha pe secondary beam use ho ta he iske upar ek video Vania sir.

[@rageshsingh3675]

Sir secondry beam, main beam ke kis location me dena chahiye

[@MohammadShahid-xn3jd]

Development length column me cast krna ok.but colunm to pehle se casting ho gaai to kese development length provide kre ge

[@fidaoriakhail6547]

Sir I want to do internship and If money is required for that I can pay.

[@ameenakhter9813]

What is facebar

[@hemantpeace9389]

Sir jo beam starting main dikh rahy hai unmy sagging kyun dikh rahi hai ... Ya fir wo video main hi lag raha hai ...

[@civilsitevisit]

bo beam abhi down ni huye hai

[@mohdnaghman3742]

Sir ek hi line me diffrent direction me column hai to kaise layout kre

[@civilsitevisit]

smja ni apka Question

[@mohdnaghman3742]

@@civilsitevisit sir ek hi line me column ki position change hoti hai to kaise kre

[@SantoshVerma-yk5rv]

Civil engineer

[@sarthakmohapatra3738]

Thnx sir

[@yubarajpadosan8035]

Sir BIM LA KO var kiteni

[@mukeshrao7806]

Top or bottom lapping k bare m batya hi nhi kha ana chiye l/4 span m ya out of span

[@santoshnaik1481]

Sir column me ring n nahi hai

[@patelabhay8647]

Why not using couplers

[@dharmesh11]

Konsa beam kiske uper ayega e kaise check kare?

[@dharmesh11]

Jawab bhi dedo

[@baljeetkumar3586]

Shorter span main beam longer span secondary beam resting on main beam

[@yubarajpadosan8035]

Sir

[@handsam5]

This rebar needs intensive sandblasting

[@problemsolved5319]

Sir chhat me compression zone kha hota hai 😓

[@civilsitetechniques]

Lapping ke bare me kuch nhi batataya

[@singingjitendra1282]

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

[@baljeetkumar3586]

That's wrong

[@baljeetkumar3586]

You just insert dead load over flat footing...

[@PraveenKumar-rm1qf]

What's nag about sir

[@civilsitevisit]

number

[@mhaseebashraf1494]

180 ka bend ??

[@user-xi7cc7lt7l]

Sir aap jyada bol raha hai kya

[@nitinrajbirthare3502]

Sir plz .. BBS and material calculations btaado detail m

[@okoriekingsley5672]

Why are you not using English to explain

[@okoriekingsley5672]

Please used English for your English viewer's

[@civilsitevisit]

ok brothee

[@debasishrko8253]

Subtitle de do sir English walon ko bhi easy ho jayega But video hindi me hin bana na sir

[@arindamPanditj]

Adhi batein btai h

[@TUFAN_GAMING_226]

❤❤❤❤❤❤❤

[@wakilhussain9642]

Nice