Steel Calculation for Two way slab simple technique | BBS for two way slab in Tamil | TCT

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Estimation of steel for one way slab simple technique BBS for one way slab
• Estimation of steel fo...
Two way Slab & One way Slab - Difference | Load distribution from Slab to Beam in Tamil
• Two way Slab & One way...

[@g.g.construction]

Useful information bro

[@tctassociates]

Thank you so much

[@funnycrabs1940]

Good explanation bro keep it and we need more information for BBS Calculation

[@sutheesh0534]

Excellent information brother. Thank you so much.

[@tctassociates]

Thank you.

[@Civillivic]

Vera level bro 😎

[@smartsakthi5199]

4.38 minitus la...... Slab oda Crank Height ah calculate pannum bothu cover 15mm thana minus pannaum.... Beam ku thana 25 mm cover varum bro 😉

[@manisivan964]

Ipo elam beam ku 30 mm cover & slab 25 mm cover kudukuraga @125 mm thickness slab size ku... For slum board building 🏢

[@aravindhpandiyan8683]

Sir Vaasthu pathi oru video podunga..

[@ArunKumar-tu5jb]

Hi . Really good... Can you put a video for U bar slab please

[@ajithkumarsm8457]

Top extra bar length L/4 thane varum

[@Kiruthi26.]

Thanks brother 😁

[@vinothgovindaraj5405]

10:59 minutes laa no of bars double la poodurikika ( = 7 + 7 ) in top bar. Athu yen konjam puriyala konjam sonna Nalla irukum brother....

[@villankd3066]

Two side bar need ok

[@the_shadow000]

main bar ku span 6000mm eduthom , cutting length ku span 4000mm edukurom, why?
Distribution bar ku span 4000 edukurom , cutting length span ku 6000 edukurom, why? can u explain

[@nihalnih6187]

Thank u so much bro ❤️

[@tctassociates]

Welcome 😊

[@civilkarthik97]

super sir 👌

[@dnk.sbt25]

Easy for understanding bro..🔥

[@rdsbuilders1283]

inches use panunaa practicalaa apply panna inum easyaa irukum bro...

[@tctassociates]

yes i will do.

[@siva4456]

Distribution barod crank height H find pannum pothu main bar minus paitu then distribution bar oda half dia thaana edukanum?

[@abushalihahamedmydeen2244]

Nice

[@tctassociates]

Thanks

[@NaveenKumar-do9rk]

Bar bending schedule for footing and coloumn podunga bro

[@d.nataraj6812]

Two way slab ku shorter span la mattum crank pannanum neenga eppadi longer span la eppadi crank panna soldringa

[@dineshrk9415]

In two way slab no distribution bars .all are called main bar

[@tctassociates]

Yes you are right. Thanks for giving feedback. yes, Technically both are main bars. to differentiate the direction i used the term distribution

[@elavarasanambedkar8805]

Super bro

[@user-qd6oo8tq4i]

top extra distribution ok,but top extra main bar is not given sir,anyway information is very usefull sir..thank you...

[@nareshrao7399]

bro while we are adding 1d for 45 degree crank ... why we are multiplying 1d along with 2?

[@prakashsahana9614]

Nice video bro... 🥰😍

[@tctassociates]

Thanks 🤗

[@selvamm4101]

Sir, why we are taken larger value of span as ly and smaller value of span lx....

[@Mr.Engineer-m6s]

Doing good job

[@tctassociates]

Thanks

[@aravinds8164]

Anna extra bar na curtailment aah??

[@bharathi.r3183]

Anna oru house plan pottu tharanglaa

[@dhanraj.s7003]

Bro extra bar details explain pannuga doubt ah iruku

[@muralidharan2972]

Sir footing and column distance calculation yappadi sir analysis pannuruthu sir,please solluga sir

[@muthusamypandi9660]

Where main bars need to place, bottom or top. How to place extra top bar.

[@senthilnathan3040]

Why we are adding +1 to find no of bars??

[@puneithjain6815]

Crank length =1.42*H

[@lovleysuren2671]

Bro two way slab ku excel sheet upload panuga bro......

[@tctassociates]

ok sure. i will upload

[@manimaran.muthumari7085]

Bro for 2 way slab 2(0.42H) illaya bro because 2 side Crank irukumlaaa bro

[@panneerselvam4161]

Sir corner la beam end iruku. Ippo development length 40d solringa. Athavathu 40*12-480mm. Examble corner beam size width 300mm iruku na epdi 40d formula use agum? My tout sir. Atha mathiri centre la beam 300mm iruku.so appavum 40d vacha beam thandi atutha slab area ku pogum la.pls tell me

[@tctassociates]

development length beam mudium bodhu bend panni column kulla dha viduvom next slab ku pogadhu

[@ayyappans3026]

You are correct. Why should we calculate Dia here? Need only developmental length. It should be 40 * 2

[@ranjith.n8334]

Bro H find pandrathuku 25mm 25mm cover minus pandringa OK but half Dia half Dia ethuku epadi nu puriyala so please could you explain

[@steeveaustlin9564]

Effective cover=clearcover+d/2

[@prabuchinna4767]

Super information bro...
1 doubt ...?
Cutting length formula'la develoing volue (40) consdant'a....?
And +(0.42 H) idhula 0.42 consdant volue'va....
Pls explain this doubt .....?
Thanks...

[@mrcool8368]

Indian Standard value 0.42xD
D=height

[@mohamedrashid5859]

Top extra bar la
no.of bar ~no.of main bar nu one way slab la sonninga bt itula vera formula use panringa
Rendukum orei formula va illa vera vera formulas use pannanuma
Plz reply me brother

[@tctassociates]

It depends on drawings

[@wiselychristober9540]

Two way slab la enna main, distributor , long short ellam ? Two way la rendumae main bars than.

[@tctassociates]

Thank you for your valuable feedback

[@DANIELA-pu2no]

Bro two way slab ku mattum than bar bending varuma one way slab ku varatha

[@tctassociates]

need to do for all steel work in all members

[@vinothvino5862]

Romba long explain pandra. Short a explain pannunga

[@abdulkhayum9065]

subtitle please

[@tctassociates]

I try to upload

[@HEYDAYBUILDZ]

Nice