B.B.S OF COLUMN (Column Reinforcement Details)

Good evening. Engineer how are you. Can you gave or make programs about drowning section or how to read a sextion. Tank's in advance

Thank u sirji for such usefull knowledge...

Hum isme Ld ka jo slab mai jara hai 90degrees aur footing mai jara hai 90 degrees bend pr , unhe kyu account nhi krenge , longitudinal bars ki length mai .?

Few corrections in the Video
For 135° - bend is 3d
Missed to add 20mm clear cover
2×90° bend deduction missing (1 in slab and 1 in footing)
Am I right?

When we take longitudinal length of bar ....
Why we ignore the top part leght
I mean that 3m above height

Why you are not subtract bend deduction

Anyone why did he not add 120 mm part at the top for long bars length

Thank you sir 🔥

Bhai jaan gajab samjhayaa aapne kasam se maja aa gya sir

When two hooks are provided then two more bends are there but you have not included that. What is the reason?

Sir my question is that when we are adding the development length we ignore the bends. What is the reason

GREAT EFFORTS SIR

135 degree bend ke liye 12D hota hai ..but ans kuch bhi ho lekin process acha hai ..nice 👍

Thank you Soo much sir for solving this in a very understandable manner
I was confused and stuck during bbs
This video really helps me
Thanks you Soo much

Thanks For Teaching Sir

Wonderful sir

135°=3d

I think bend length
90=1D
135=2D
180= 3D

No bend deduction here.

Please send me your number

Clarity of formula

⭐⭐⭐⭐⭐

Bend length of column for 16mm ?

Sir you did not mention bend in longitudinal bar why?

thanks sir

Tq so much

Footing ka clear cover 50 mm hota hai

135 degree k liye 3d lenge

It's 10d for 90° hook length

but sir longitudinal bar k cutting length me hend deduction to kiye hi nhi

Sir I think you forgot to deduct two 90* bends and forgot to add the clear cover length of the slab in longitudinal bars...

For cutting length of tie D should be 3D for 135 °

no deduction made for columns bend Re bar cutting length?

Contact me please 9760285073
if you can teach me estimation &costing subject online

For 135° bend dedication is 3d not 10d

Sir if the deduction for 90 degree bend is 2d than for 135 degree should be 3d. why did you take it 10d??

In this video you deduct the bend length for the longitudinal bar???

Bhai roof top and footing pe milake 4d = 4*25 =100mm deduction hoga wo tumne chhor dia or 20mm ke cover tumne add nahi kia

For 135° bends formula is 3D not 10D

Vertical bar me bend kyu deduct nhi kiya

Dia of lateral ties why minus

Firstly i would like to say thanks for the excellent video.
I have a doubt, can you please help me out.
While calculating length of longitudinal bar, why you did not consider 90 degrees bend deductions (near development length)?

Plz describe BBS of pedestal

Sir longitudinal length me slab Ka cover bhi add karana padega

You Did not tell Clear cover of Slab on this Video As well as Not Calculated slab clear cover.

Excellent bro

Dear sir, please make video of BBS of column of multi storey building .Thank you sir!

speak english plx

135 degre band = 3d

I want BBS format in excel sheet