Комментарии:
Good explanation bro keep it and we need more information for BBS Calculation
ОтветитьNice
ОтветитьTwo way slab ku shorter span la mattum crank pannanum neenga eppadi longer span la eppadi crank panna soldringa
ОтветитьCrank length =1.42*H
Ответитьtop extra distribution ok,but top extra main bar is not given sir,anyway information is very usefull sir..thank you...
ОтветитьTop 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
Anna oru house plan pottu tharanglaa
ОтветитьBro extra bar details explain pannuga doubt ah iruku
Ответитьsubtitle please
ОтветитьTwo way slab la enna main, distributor , long short ellam ? Two way la rendumae main bars than.
ОтветитьHi . Really good... Can you put a video for U bar slab please
ОтветитьBro for 2 way slab 2(0.42H) illaya bro because 2 side Crank irukumlaaa bro
ОтветитьRomba long explain pandra. Short a explain pannunga
ОтветитьThank u so much bro ❤️
ОтветитьTop extra bar length L/4 thane varum
ОтветитьBro two way slab ku mattum than bar bending varuma one way slab ku varatha
Ответитьinches use panunaa practicalaa apply panna inum easyaa irukum bro...
ОтветитьDistribution barod crank height H find pannum pothu main bar minus paitu then distribution bar oda half dia thaana edukanum?
ОтветитьWhy we are adding +1 to find no of bars??
ОтветитьExcellent information brother. Thank you so much.
ОтветитьSuper 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...
Easy for understanding bro..🔥
ОтветитьSuper bro
ОтветитьSir footing and column distance calculation yappadi sir analysis pannuruthu sir,please solluga sir
ОтветитьThanks brother 😁
ОтветитьAnna extra bar na curtailment aah??
Ответитьsuper sir 👌
ОтветитьBar bending schedule for footing and coloumn podunga bro
Ответить4.38 minitus la...... Slab oda Crank Height ah calculate pannum bothu cover 15mm thana minus pannaum.... Beam ku thana 25 mm cover varum bro 😉
ОтветитьBro H find pandrathuku 25mm 25mm cover minus pandringa OK but half Dia half Dia ethuku epadi nu puriyala so please could you explain
ОтветитьWhere main bars need to place, bottom or top. How to place extra top bar.
Ответитьbro while we are adding 1d for 45 degree crank ... why we are multiplying 1d along with 2?
ОтветитьSir, why we are taken larger value of span as ly and smaller value of span lx....
ОтветитьBro two way slab ku excel sheet upload panuga bro......
Ответитьmain 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
Vera level bro 😎
ОтветитьNice video bro... 🥰😍
ОтветитьUseful information bro
ОтветитьIn two way slab no distribution bars .all are called main bar
ОтветитьNice
ОтветитьSir Vaasthu pathi oru video podunga..
ОтветитьDoing good job
Ответитьgood work sir
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