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.

[@jaimitsoni6197]

Thanks for live training videos

[@akshayasthana1066]

Sir u are gr8🤘🤘

[@civilsitevisit]

Thank you brother

[@avtarsingh-or6qv]

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

[@karthik133]

It's my altime fav channel

[@civilsitevisit]

Thank you 🖤

[@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 ❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤

[@mohdaslamkhan1907]

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

[@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.

[@sourabhverma6143]

Love from rajasthan kota

[@civilsitevisit]

🖤

[@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?

[@khemrajlodhi476]

Thanku so much

[@kidslearninguni56]

Thank you for sharing

[@phyohtetkoko929]

Thanks For Teaching Sir

[@vishnukumar4250]

Very good knowledgable video 👍

[@mukeshkumbhar7059]

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

[@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

[@debasishrko8253]

Bahut badhia sir 🙏 🙌 👏 👌 👍

[@ramchouhan5891]

Very nice sir g 🙏

[@mithunjoshi411]

Sir column checking tips pr video banao pls

[@hussanakbar8017]

Ur the best sir

[@saurabh3692]

Informative video

[@civilsitevisit]

Thanks saurabh
please share

[@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

[@globalindustrialpark8014]

Very detailed thank u

[@akshaykumardornal9135]

Nice video sir

[@sahinalom2758]

Nice

[@dubailomiteluguabbai3971]

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

[@azadalam4007]

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

[@DHARIENGICON]

Thanks for the information

[@izharalam416]

Very nice explanation

[@anuragpandey5333]

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

[@civilsitevisit]

same hai brother

[@nakulakoushalya6976]

Thank you so much sir for about beam information

[@civilsitevisit]

welcome brother

[@swarnadiptanandi5299]

What's scandry beam, main beam, face beam

[@civilsitevisit]

ok new video bnata hun espe

[@shahwahaj]

Good information

[@shaiksajid1909]

sir PT slab par video chahiye

[@regularhuman95]

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

[@civilsitevisit]

yes of course check playlist

[@regularhuman95]

@@civilsitevisit will check thnx.

[@usmanawan3083]

Very good

[@akhil-57]

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

[@satyasauravajena5010]

Thank you sir 💜 you are doing great 😘

[@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

[@pritiranjanmondal2914]

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

[@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

[@anuragpandey5333]

Thanks sir 👍

[@civilsitevisit]

wwlcome

[@mukeshrao7806]

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

[@MohammadShahid-xn3jd]

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

[@zuberalam7321]

Nice video

[@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

[@rageshsingh3675]

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

[@SantoshVerma-yk5rv]

Civil engineer

[@santoshnaik1481]

Sir column me ring n nahi hai

[@yubarajpadosan8035]

Sir BIM LA KO var kiteni

[@sarthakmohapatra3738]

Thnx sir

[@fidaoriakhail6547]

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

[@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

[@civilsitetechniques]

Lapping ke bare me kuch nhi batataya

[@yubarajpadosan8035]

Sir

[@handsam5]

This rebar needs intensive sandblasting

[@PraveenKumar-rm1qf]

What's nag about sir

[@civilsitevisit]

number

[@problemsolved5319]

Sir chhat me compression zone kha hota hai 😓

[@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...

[@mhaseebashraf1494]

180 ka bend ??

[@nitinrajbirthare3502]

Sir plz .. BBS and material calculations btaado detail m

[@user-xi7cc7lt7l]

Sir aap jyada bol raha hai kya

[@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

[@souravsingh8897]

Very nice sir