Mi tío que era albañil tomaba la medida de la varilla que hiba colocar y le aumentaba 20 centímetros. Y ya puesta en su lugar con los anillos le hacía un gancho de 10 centímetros en cada punta. En las cadenas, los castillos, la losza en todo le hacía ganchos y los amarraba con alambre.
Esos ladrillos no sirven de nada ,si los has puesto para aislar la armadura del terreno te has equivocado por que los ladrillos son muy porosos y no sirven para eso
Extra rod ko o side me denene ki koi jarurat nehi accha hota bottom me 3 bars and top me 3 bars dete, kue ki beam ka main load beach me bottom ki laraf and column ke pas top me hota hai naki side me L bend karte column ke andar, ring ko 135⁰ hock karna chahiye, Kya kar rahe ho ye sob, same paise me isi se accha house banta,
No hooks in stirrups, no development length... Totally wrong.
10mm la poduringa bilding enna aagurathu
Aqui na minha terra existe uma coisa chamada banca de ferragem.a coluna e as pernas agradecem.
It should have L bend connecting rebar to vertical column not just straight and tied.
No. Estás equivocado
Necessita dobrar a ferragem nos encaixes.
Column joint la ..L rod illayaa ... building strength enna ahhum ...
You are using 10 mm bars for plinth beam 😮 minimum 12mm 4 to 6 nos should be used for ground floor.
It's 8mm
Mi tío que era albañil tomaba la medida de la varilla que hiba colocar y le aumentaba 20 centímetros. Y ya puesta en su lugar con los anillos le hacía un gancho de 10 centímetros en cada punta. En las cadenas, los castillos, la losza en todo le hacía ganchos y los amarraba con alambre.
Good job
Is tarike ke kaam se bache. Normal peoples should understand ye ghr nhi kabr bna rhe hai
Công việc tôi yêu thích,các bạn làm việc tốt quá
Trumps wall starts in Bangaladesh
Development length must be provided
ហាយ ប្រូ
naice
Akdum kabada
klass
Tumhara.ring.nehi.huya
Perfeito
Development length not provided… It is wrong practice
Esos ladrillos no sirven de nada ,si los has puesto para aislar la armadura del terreno te has equivocado por que los ladrillos son muy porosos y no sirven para eso
Why is there steel bar on the side that's not compression nor tensile part
Yes
If the depth of beam exceed 750 mm then we have to provide face reinforcement which is wrong here
Depth of beam is not exceeded above 355 mm
@@montyshonty8953 good
Pirmi nga nalalaing talaga agitoy nga indiano.. kitam man laing.. ngem awan lang PPE da kanayun.. heheheh😊😊😊
napegges da konam man angkel x3 timelapse.
ruclips.net/user/shortslkR01eJ0tVI?feature=share
Ethay Pola column grade beam joint la ..L use pannunga
Extra rod ko o side me denene ki koi jarurat nehi accha hota bottom me 3 bars and top me 3 bars dete, kue ki beam ka main load beach me bottom ki laraf and column ke pas top me hota hai naki side me
L bend karte column ke andar, ring ko 135⁰ hock karna chahiye,
Kya kar rahe ho ye sob, same paise me isi se accha house banta,
No development length, no proper stirrups spacing
Column me 4 or beam me 6 rod 😂😂
mat batao bhai galat kam dekhkar dimag satak ja raha 😮
Wrong binding 135 angles are not given
135 degree bending is not necessary because this is not sezmic zone
Wrong technique. No devlopment length provided stirrup is wrong all wrong in this video
Haha 10 mm beam
Xl
Iq
What on earth is that stupid background noise for? It's impossible to hear the voices.😮
Bad centring. ..out work for in ......set..ok
Wrong
Amarraçào das ferragens correta
Mashallah
சொப்பு விளையாட்டு