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

[@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.

[@aravindhpandiyan8683]

Sir Vaasthu pathi oru video podunga..

[@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 🏢

[@dnk.sbt25]

Easy for understanding bro..🔥

[@d.nataraj6812]

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

[@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

[@ajithkumarsm8457]

Top extra bar length L/4 thane varum

[@ArunKumar-tu5jb]

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

[@aravinds8164]

Anna extra bar na curtailment aah??

[@siva4456]

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

[@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

[@speedlighting-o8e]

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

[@rdsbuilders1283]

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

[@tctassociates]

yes i will do.

[@dhanraj.s7003]

Bro extra bar details explain pannuga doubt ah iruku

[@NaveenKumar-do9rk]

Bar bending schedule for footing and coloumn podunga bro

[@Kiruthi26.]

Thanks brother 😁

[@nareshrao7399]

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

[@civilkarthik97]

super sir 👌

[@nihalnih6187]

Thank u so much bro ❤️

[@tctassociates]

Welcome 😊

[@bharathi.r3183]

Anna oru house plan pottu tharanglaa

[@selvamm4101]

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

[@muthusamypandi9660]

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

[@elavarasanambedkar8805]

Super bro

[@muralidharan2972]

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

[@senthilnathan3040]

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

[@prakashsahana9614]

Nice video bro... 🥰😍

[@tctassociates]

Thanks 🤗

[@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

[@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

[@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

[@abushalihahamedmydeen2244]

Nice

[@tctassociates]

Thanks

[@Mr.Engineer-m6s]

Doing good job

[@tctassociates]

Thanks

[@manimaran.muthumari7085]

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

[@lovleysuren2671]

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

[@tctassociates]

ok sure. i will upload

[@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

[@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

[@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

[@puneithjain6815]

Crank length =1.42*H

[@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

[@vinothvino5862]

Romba long explain pandra. Short a explain pannunga

[@abdulkhayum9065]

subtitle please

[@tctassociates]

I try to upload

[@HEYDAYBUILDZ]

Nice