Sir plz make a video 1. Showing the drawing of pile, it's depth from the OGL 2. How to give levels using level machine for the depth of pile core cutting 3.Then how to give the level for the top level of pile cap using Auto level. Sir plz explain the things in pen and paper. Thnx for all ur efforts for us
Sir Compressive strength ke liye site pe kitna cube bharna chahiye and Kitna cube aapke site pe bharte hai slab ke time pe? Uske upar bhi ek video banaiye.
If you take A and B distance from centre of stirrup then no need of bend deduction A= 650-40-40-8 = 562mm B = 230-40-40-8 = 142mm Cutting length = 1568 mm
You are right, you should consider 2(a+b) + 24 d if the hooks are bent at 135° and take 20d at the place of 24 d if the hooks are bent at 90°. No need to further consider the bend deduction.
बहुत वीडियो देखी engg ki u tube par कुछ engg tie ka -4 -4 करते हैं c/c se कुछ नही करते कुछ bend loss krte है कुछ नही करते, kiya sahi hai kiya galat plz jankari do bhai interview mai kiya btay
Sir is video me sirf ye batana tha ke koi bhi angle pe bend karo 2d hi deduction karna hai. Hamesha confusion hota hai ke alag degree ke bends ke liye alag deduction karna hota hai.
Very useful video sir..plz make video on BBS for all members..👍👍
I have made on some..u can check..will try to make on all.
@@EverythingCivil Sir plz make sure value of A and B from IS code.A and B values are inside values.You have to substract bar dia from A and B
in IS code the value of A was from inside the stirrups which you took from outside.
Sir plz make a video
1. Showing the drawing of pile, it's depth from the OGL
2. How to give levels using level machine for the depth of pile core cutting
3.Then how to give the level for the top level of pile cap using Auto level.
Sir plz explain the things in pen and paper.
Thnx for all ur efforts for us
A and B should be considered as per centre line method
Sir
Compressive strength ke liye site pe kitna cube bharna chahiye and
Kitna cube aapke site pe bharte hai slab ke time pe?
Uske upar bhi ek video banaiye.
Ok bhai i will make
Sir ji meri ek Question hai.. Hum 12d hi kyu use karta hai.. aap muja explain kar do 12 kaha sa aaya.. bas aur kuch nhi
Can you add timestamp.. Where did he use 12d?
20 width 70 cm stirrup cut length if we provide 40mm concrete clear cover please on site
sir, kindly make a video on full building bbs.. how to manage excel sheet floor wise.. it will be helpful..
Yes
If you take A and B distance from centre of stirrup then no need of bend deduction
A= 650-40-40-8 = 562mm
B = 230-40-40-8 = 142mm
Cutting length = 1568 mm
8mm hai usska 4 half dia hoga na
You are right, you should consider 2(a+b) + 24 d if the hooks are bent at 135° and take 20d at the place of 24 d if the hooks are bent at 90°. No need to further consider the bend deduction.
बहुत वीडियो देखी engg ki u tube par कुछ engg tie ka -4 -4 करते हैं c/c se कुछ नही करते कुछ bend loss krte है कुछ नही करते, kiya sahi hai kiya galat plz jankari do bhai interview mai kiya btay
Make videos material reconciliation steel cement
Best video
90 digre 2d
135digre 3d
pls make more videos ,why u stopped uploading video ??
Wat topic u want?
@@EverythingCivil how to do footing layout according to centre line .
@@EverythingCivil and also how to do column starter on position on first slab , according to building phase. by centre line.
Bend 5 nos hain sir, bend deduction=5*2d kar na chahiye tha
Nope the general site rule says that for every 135° bend deduction should be equally to the length of 3d while for each 90° 2d length can be reduced.
-4-4 q nhi liya bhai
Instead of -2d, make the formula simple. = 2[(L-2C)+(B-2C)]+16D
Extra to hona hi tha bar because - 5 x 2d hota and u did only -2d
Sir is video me sirf ye batana tha ke koi bhi angle pe bend karo 2d hi deduction karna hai. Hamesha confusion hota hai ke alag degree ke bends ke liye alag deduction karna hota hai.