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
Follow me in INSTAGRAM: / technomembers
FACEBOOK account: www.facebook.c...

[@MohammedAslamtit-bitsoflife]

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

[@dreamdesign990]

Check this Floor plan kzbin.info/www/bejne/f2bdg3dtpt-VY80

[@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....

[@samsusamsu1978]

Awesome explaination in a short period of time thanks sir

[@aatifkhan3662]

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

[@ENGINEERINGTACTICS]

Welcome bro....keep in touch

[@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....👍

[@nagababuch9886]

Superb... Explanation..... Wow ...🙏

[@srinivaschoudhary321]

Super Explanation. kudos to you

[@sindhublogsfoodeatingshow9736]

Thank you very much for explanation of barbanding sedule

[@Motivation_By_SW]

Sir excellent nice. Good explanation. God bless you.

[@deepanjanpal6014]

Terrific explanation. Thanks

[@eruc1675]

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

[@ENGINEERINGTACTICS]

Thanx umesh

[@PRASHANTKUMAR-kw8pw]

Excellent explanation

[@sodebujji5674]

Thank you very much excellent explanation 👍

[@vikasbajabalkar9266]

great explanation sir thanks a lot

[@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

[@israengineerfouru5219]

Thank you so much brother for your kind efforts with sincerity

[@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.

[@andytholung8896]

Bhai ekdam super clear xplain👍👍

[@ENGINEERINGTACTICS]

Thanks bro

[@erankitgupta7754]

THIS VIDEO IS VERY USEFUL

[@ENGINEERINGTACTICS]

Thank you

[@vishaljadhav6075]

Good information.

[@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

[@tycocapitalservice]

You are great ji

[@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!

[@prashantsridam8861]

Thanx sir

[@saifcivil5921]

Bhoot badhiya

[@nikhilmore949]

What a video broo thanxx for your efforts

[@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)).

[@kharunnissa3639]

Thanku so much sir۔۔۔۔۔۔🙏🙏

[@tinycreaturezasmr5055]

Thank you my bro. 😇

[@sekharcivil5269]

Good explanation bro

[@krunalyenurkar2262]

Thank you sir for your kind information

[@seetaramampodicheti9758]

nice presentation very good

[@ENGINEERINGTACTICS]

Thanks

[@anieketshelar5662]

Thank you so much sir .

[@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

[@ziaulhaji2687]

Very nice

[@RohitKumar-gg4cn]

Explanation bht badhiya tha ..maza aa gya

[@ENGINEERINGTACTICS]

Thanks

[@vijayakanth3924]

Super sir very usefull

[@phyohtetkoko929]

Thanks For Teaching Sir

[@Grace-bq3uc]

Thank you for good explaining

[@ENGINEERINGTACTICS]

Welcome sanku bhai

[@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..👍

[@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

[@IQExplorer909]

thanks

[@Rajvlogs4047]

Nice information 👍👍🌺

[@chennareddyindla2349]

Very very good.

[@Waseemkhan-eq1xl]

Good 🎉

[@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

[@civilvibes8036]

Nice sharing dear

[@suryapratapsingh5942]

Very nice explanation sir 💯

[@ENGINEERINGTACTICS]

Thank you

[@saleemsrk789]

Thank you very much sir 💐

[@niraj4024]

great video

[@ENGINEERINGTACTICS]

Thanks

[@sunnyprajapati3654]

The spacing is 30cm in main bar and distribution bar

[@civilsitewitherprithvi7566]

Bhut axi video h

[@ENGINEERINGTACTICS]

Thanks

[@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

[@civilenggtech]

Good Work,

[@ENGINEERINGTACTICS]

Thanks

[@shafikkhan9803]

Good explanation

[@blrmbhardwaj]

very good & clear

[@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

[@hemelchandradev9756]

thank you bro

[@user-jf8bh7mi5x]

Thank u sir very very very thank u sir

[@jobinjohn1619]

perfect class thank you

[@riteshkumar6300]

Very good

[@ENGINEERINGTACTICS]

Thanks

[@romanansari8852]

Very good explanations sir.

[@ENGINEERINGTACTICS]

Thanks

[@romanansari8852]

@@ENGINEERINGTACTICS Sir beam ka bbs mein development length mein bend jo hota hai L-Shape mein wo minus nhi keeeye.

[@ENGINEERINGTACTICS]

Beam k bbs k liye L-shape ko consider krna padta h isliye use minus ni kiya

[@romanansari8852]

@@ENGINEERINGTACTICS tab Sir minus karegr tab galat hoga???

[@ENGINEERINGTACTICS]

Ha minus kiye to galat hoga...q k beam ki jo cutting length nikalte hai to usme L ki length bhi consider rhti h

[@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

[@gurusharma2750]

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

[@sjeet9549]

Nice

[@shivamsinghal345]

Pls upload one video on staircase shuttering and reinforcement details.

[@ENGINEERINGTACTICS]

Of course....sure.

[@sagarkadam9852]

Thanks

[@bluefoxrecords4976]

Thanks bhai

[@Grace-bq3uc]

Good

[@wonderingcivil8808]

Super thanks

[@anaadikashyap2023]

thanks bro

[@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

[@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

[@hiteshbarkhane6320]

Thankyou very much 👍👍❤️

[@kirankkr341]

Super

[@KALAISELVAN07]

Thanks bro subscribed and downloaded shared😀

[@ENGINEERINGTACTICS]

👍👌😊

[@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?

[@jaihind32949]

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

[@jayramray7682]

Also consider the clear cover

[@samsusamsu1978]

Jasakallahu khair

[@vishalbhatti2923]

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

[@mdhasratjamali5551]

Thanks sir

[@swapnilkhirawle4311]

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

[@ashokdewangan1938]

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

[@chaushmohammed7044]

Please post total station lecture

[@hemantkhare543]

Thanks 😊

[@ENGINEERINGTACTICS]

Welcome hemant bhai

[@arabindabehera54]

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

[@shivamsinghal345]

And also upload some column and footing layout drawings

[@ENGINEERINGTACTICS]

Sure....

[@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

[@shivamsinghal345]

Ok pls upload these videoes soon so that i can get as much as i can.

[@ENGINEERINGTACTICS]

Ok I will try.....

[@narayanbehera9347]

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

[@arvindkumaryadav8814]

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

[@cartoonboy438]

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

[@engrasgharbadshah9247]

Extra bars are straight bars, which means that you have to subtract Clear Cover from it. Like, Cut Length of Long Bars, C.L=8000mm-Clear Cover of Slab C.L=8000-25=7975mm is the Cut Length of long bars. Kyon ghalat parha raha hain Engineers ko. REGARDS, Deputy Director

[@digvijaythakur7405]

Bahi isme bend b ha

[@baiteshworward9225]

bhai pehele dekho distance kaha se kha tak hai lx and ly

[@JOY-001]

This is two way slab not one way

[@ramnathpatel9879]

Long & short bar me bend deduction krte h ki nhi

[@akshitgarg3798]

why do you not provide clear cover in this?

[@nandadas9539]

thanks sir

[@orophile_awlan]

Isnt main bar along shorter span.?

[@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.👍🙏