Bar Bending Schedule of two way slab | bbs of two way slab | Engineering tactics

#Engineeringtactics #twowayslab
In this video I discussed about Bar Bending Schedule of two way slab.
I explained in a simple way for bar bending schedule of two way slab.
Engineering tactics
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[@MohammedAslamtit-bitsoflife]

Thank you very much excellent explanation..👍👍👍👍👍

[@dreamdesign990]

Check this Floor plan th-cam.com/video/I5zRD7qzb-k/w-d-xo.html

[@shivamsinghal345]

Dear, i have seen a lot of videoes of many channels, but your two way slab video is better than any one.

[@ENGINEERINGTACTICS]

Thanks dear....

[@priteshramakantshah5550]

Very nicely you explained in this video it's very useful for supervisor and Forman on site ones again thanks sir

[@ENGINEERINGTACTICS]

Welcome bro....👍

[@aatifkhan3662]

This one is thr Best video for bbs explanation i have seen till now...thanks☺️

[@ENGINEERINGTACTICS]

Welcome bro....keep in touch

[@samsusamsu1978]

Awesome explaination in a short period of time thanks sir

[@chaptersoflife78]

Cutting length pe development length add kre ya phir (clear span+beam widthx2-coverx2)add kre jo actual hay..pls tell..Continuous slab jb honge tb Ld hona chahie

[@sindhublogsfoodeatingshow9736]

Thank you very much for explanation of barbanding sedule

[@user-xg2bs7td5z]

Sir 45 degree Crank bar bend of ke like apne 2 time multiple Kiya hai,, ishme total 4 go 45 degree banraha hai ek Crank bar me.... Pls explain sir why...
Formula for cutting length of Crank bar.....
((Clear spain length + Ld + Crank -- bend)).

[@vilaspatil3148]

What about extra top bar in short length area l/5 area all 4 sides

[@Bkbaria1213]

Only bend up par extra top aaye ga..l/5 par

[@bhargavrokad2647]

@@Bkbaria1213 pr two way slab me to dono side act karta heina bent up longer and shorter

[@_miniDarling_]

did top distribution bars as top extra... misleading!

[@mohammedfazal3011]

Yess. bro he shown calculation of top distribution bars .but but forgot to show top extra main bar only legend knowns

[@eruc1675]

Sir apane bohot hi khoob bataya hai or itane kam samay me nice sir. U r great

[@ENGINEERINGTACTICS]

Thanx umesh

[@Motivation_By_SW]

Sir excellent nice. Good explanation. God bless you.

[@srinivaschoudhary321]

Super Explanation. kudos to you

[@deepanjanpal6014]

Terrific explanation. Thanks

[@sodebujji5674]

Thank you very much excellent explanation 👍

[@nagababuch9886]

Superb... Explanation.....
Wow ...🙏

[@PRASHANTKUMAR-kw8pw]

Excellent explanation

[@rajusimmanuel3285]

Er. You are a talented person but why are you explaining it in top gear ?so now onwards kindly make it with slow speed thank you!

[@vikasbajabalkar9266]

great explanation sir
thanks a lot

[@bharathsurya188]

Hello,I have a doubt while calculating no of main &dist bars Should we take the alternative sides or the same sides as u took.If so Why should we take alternative sides for cutting length calculation. Pls explain

[@prashantsridam8861]

Thanx sir

[@zulfikarnadeem8254]

Excellent explaination skill sir🥰🥰😘😘....keep going... Sir ...nd thank you very much for teaching us 😊😊

[@ENGINEERINGTACTICS]

Thank you so much for a lovely comment

[@technicalmusicmind6731]

3 points missing here... 1) Top extra bars not considered on all 4 sides
2) clear cover not deducted
3) 90 degree bend at both the side 2d not considered.
Finally you have very good explanation skills good job

[@kaakib8841]

3rd point is wrong .... They don't bend the bar of slab inside the beam its just straight
(3) Where is the 90 degree bend ?

[@brillientskillsfan4212]

@@kaakib8841 ld kaha jaayega

[@kaakib8841]

@@brillientskillsfan4212 next slab mein.. Agar aage slab nhi hai to beam mein Ld

[@israengineerfouru5219]

Thank you so much brother for your kind efforts with sincerity

[@harishdhawale7240]

Sir slab ke liye koi aisa ex pe video banao jisme ek slab mai two way bi ho aur one way bi ho.. toh slab ka sabse best video hoga..👍

[@baiteshworward9225]

I think in top extra bar....cutting length of long and short bar is mistake and thats should be opposite.plz reply kya eh sai hai?

[@gurusharma2750]

Hello why we add LD in both extra bar?..

[@Nikhil-kc4dd]

Ur explanation skills are awesome

[@ENGINEERINGTACTICS]

Thank you

[@siddarthk9583]

Super bro tq for giving such a useful vedio for us .... Now am subscribed after watching this vedio ...👌👌

[@ENGINEERINGTACTICS]

Thanks bro.

[@jaihind32949]

Dear, did you create microsoft Excel with formula. Just give few input parameter , it calculate every output. Pls share if you developed.

[@omairkhan_92]

Sir y didn't you take 2x of 0.42 as thr r two inclined bars

[@ENGINEERINGTACTICS]

There is no 2 times of inclined bar at the same bar..... There is alternative inclined bar, in one bar only 1 inclined length.

[@avineshkumar1653]

But, 2 crank was there??

[@archivisiondesignstudio1254]

@@avineshkumar1653 ha bro 2 crank h. Par bentups bhi alternative h na.. matlab jitne total no h usme se aadhw me hi h na.. isliye.. 2 way se equal hi hoga

[@swapnilkhirawle4311]

Bhai 8m ke span ki short extra bar ki length 8.64 kaise aayi? Utni cut hogi na?

[@andytholung8896]

Bhai ekdam super clear xplain👍👍

[@ENGINEERINGTACTICS]

Thanks bro

[@krunalyenurkar2262]

Thank you sir for your kind information

[@erankitgupta7754]

THIS VIDEO IS VERY USEFUL

[@ENGINEERINGTACTICS]

Thank you

[@nileshsonawane324]

Sir continuous agr slab raha to next gale main bhi L/4 bar hum dalte hai ....to uska cutting length main L/4 add krna padega kya

[@shingaregovinda8688]

Very nice

[@saifcivil5921]

Bhoot badhiya

[@anieketshelar5662]

Thank you so much sir .

[@tinycreaturezasmr5055]

Thank you my bro. 😇

[@vishaljadhav6075]

Good information.

[@civilvibes8036]

Nice sharing dear

[@tycocapitalservice]

You are great ji

[@sunnyprajapati3654]

The spacing is 30cm in main bar and distribution bar

[@nikhilmore949]

What a video broo thanxx for your efforts

[@vijayakanth3924]

Super sir very usefull

[@vimalnath4419]

i asking one doubt bro ....torsional reinforcement details in two way slab & also site picture bro

[@shobhanghorai6336]

50% of main bar in mid span is Torsional reinforcement .already 50 % povided in corner by alternate crank and distribution bar
Some Cut pice is to provide at corner for torsional reinforcement

[@MDKHALID-vj5in]

Sir joh ld mudega woh beam side se minus kar ke clear cover plus kar denge toh jitna ld modna h woh aa jayega slab ke liye

[@Grace-bq3uc]

Thank you for good explaining

[@ENGINEERINGTACTICS]

Welcome sanku bhai

[@shivamsinghal345]

Pls upload one video on staircase shuttering and reinforcement details.

[@ENGINEERINGTACTICS]

Of course....sure.

[@boxerbullet6494]

Bai mein apki videos bhut pyar se dekhta hoon . Maine dekhna tab shuru kiya jab muje kush pta nahi tha apne ghar ko bnane ke liye plan bnane vaste. Tab apki videos ek vardaan sabit hoyi. Plz app ek video hum jaise aam logo k liye bhi bnao .ek andaza hi sahi magar man ka darr door ho jaye. Bahiya ameer log nahi hum bas ghar ko bnana chahtein hain. Length 50 feet aur bredth 30 feet hai front 23 feet x30 feet bacha hai 9 feet ka gate aur staircase bhi chahiye. Please advise bhut confuse hain .do bhai hai ek ke pass mata pita rehne hain liking abhi saath hai dono bai. Magar koi esa genious plan bna do bai agar kal ko shota bai alag rehna chahe to front 15 feet aur length 50 feet mean do portion ban jaye .dhanyavaad apka agar koi advise karein to

[@phyohtetkoko929]

Thanks For Teaching Sir

[@ashokdewangan1938]

top distribution bar cross section me crank bar k top me hona chahiye na ki bottom me ?

[@akshitgarg3798]

why do you not provide clear cover in this?

[@sekharcivil5269]

Good explanation bro

[@seetaramampodicheti9758]

nice presentation very good

[@ENGINEERINGTACTICS]

Thanks

[@ramnathpatel9879]

Long & short bar me bend deduction krte h ki nhi

[@IQExplorer909]

thanks

[@ziaulhaji2687]

Very nice

[@kharunnissa3639]

Thanku so much sir۔۔۔۔۔۔🙏🙏

[@cartoonboy438]

Sir without beem 2 way slam ka maximum size kya le sakte h

[@speedlighting-o8e]

sir,in distribution bar cutting length,in crank
deductions cover of two sides then 2 times of bar dia because distribution bar sitting over the main bar...am I correct or incorrect tell me

[@Rajdancefloor]

In cutting length of main bar and dis bar .. Why u not included beams????

[@manojtimilsina6789]

has consisdered development length that includes some part of beam

[@RohitKumar-gg4cn]

Explanation bht badhiya tha ..maza aa gya

[@ENGINEERINGTACTICS]

Thanks

[@hemelchandradev9756]

thank you bro

[@latifurrahman2530]

Crank bar formula in feet system. 0.42d or changed.? Please inform me. Reply me.

[@vishalbhatti2923]

Ex video bnana sir,how to calculate steel down beam in slab

[@Rajvlogs4047]

Nice information 👍👍🌺

[@RahmanAnsari-hg5hy]

45 d ko char bar mines Kiya jaega, kyunki aapane jo band Kiya hua drawing mein vah 4 time band hai, aur sir crank do jagah available hai,, please explain

[@Waseemkhan-eq1xl]

Good 🎉

[@samsusamsu1978]

Jasakallahu khair

[@SM_Happy143]

Cutting length me cover deducted nahi hoga Kaya !

[@orophile_awlan]

Isnt main bar along shorter span.?

[@chennareddyindla2349]

Very very good.

[@wonderingcivil8808]

Super thanks

[@jobinjohn1619]

perfect class thank you

[@civilsitewitherprithvi7566]

Bhut axi video h

[@ENGINEERINGTACTICS]

Thanks

[@esakipandi3238]

Hi sir gi your measurements 8m *6m but ur both steels cross the 8m length whats the beam width

[@arvindkumaryadav8814]

Beam ke pass jo first main steel bar ki spacing beam se kitni hoti hai???

[@arabindabehera54]

Thanks sir
Plz make vedio about cast-in-situ pile

[@sheikali2376]

Wht hpn when main steel is provided in long span ?? ('Mistakenly)

[@suryapratapsingh5942]

Very nice explanation sir 💯

[@ENGINEERINGTACTICS]

Thank you

[@bluefoxrecords4976]

Thanks bhai

[@blrmbhardwaj]

very good & clear

[@mihirbhandarkar8778]

Isma main bar or distribution bar ma dono jagha crank ki value kyo add kri crank ki value toh ek hi jgah ayengi na

[@chaushmohammed7044]

Please post total station lecture

[@ritambhowmik1921]

Sir,crank bar jab alternate hota hai tab top or bottom Mai spacing bar jata hai keya?

[@ENGINEERINGTACTICS]

Ri8

[@lokwanijay6977]

Sir I have question in the no of main bars calculation considered lenth longer span is 8000mm but when cutting length of main bar calculation why take shorter span length 6000mm..?

[@kaakib8841]

Drawing (diagram) dekho samajh jaoge.
No. Of main bar = 8000/spacing + 1
No. Of distribution = 6000/spac + 1
1st main bar 8000 k ek kone se rekhna start karenge aur last main bar 8000length k aakhiri kone pe rakhenge.
Par bar ki placing (bar ki length) 8000length se perpendicular hogi i.e short span pe aayegi main bar (fig. mein dekho to samjhega)

[@lokwanijay6977]

@@kaakib8841 Thank you so much brother for replying and give valuable information and explaination.👍🙏

[@Ajit551kumar]

Sir L/4 distance me to straight bar laga hota h to humlog total number of bar ko 2 se divided kyu kar dete ye wrong method h crank bar L/4 distance ke bad lagta please sir reply

[@mychannel6560]

Is development length is necessary if the slab is continuous i.e the bar is continious

[@ENGINEERINGTACTICS]

Yes it's necessary to take development lenght if slab is continues.
Development length is provided for proper grip to the concrete and to prevent any slip of the bar from concrete.

[@hariprasad6529]

In slab, we should use only 8mm or 10 mm dia steel. Why r u using 12 mm ?.
Steel Lap should be provided when the length of bar extend more than 12 m .
Development length should be provided at 2 times when it is one way slab.

[@rehanqureshi6382]

Ex top ka distribution bar kaha gya ? ... extra top bar rest kaise honge sir

[@narayanbehera9347]

Continue slab ka bar placing and bbs with site visit ka ek vedio banaiye

[@civilenggtech]

Good Work,

[@ENGINEERINGTACTICS]

Thanks

[@pulkitsharmabest4ever670]

Isme slab ki beam bhi include h kya sir

[@educationhubpradip3130]

Sir 18 by 16 ka room slab he kya reinforcement dena chahiy

[@shafikkhan9803]

Good explanation

[@niraj4024]

great video

[@ENGINEERINGTACTICS]

Thanks

[@atuljha9813]

Bro gud work!!!but isme 2 bend 90 degree bhi h..vo bhi deduct krne padenge..

[@ENGINEERINGTACTICS]

Hum isme alternative bent up bar use kiye h.....only one side bend provided

[@Grace-bq3uc]

Good

[@sjeet9549]

Nice

[@Emma_Junaid_Claire]

Why don't we use Full Bend up Bar instead of alternate bent up bar.
When we use Alternate Bent up bar & when we use full bent up bar???