How to find Cutting Length of Stirrups with example
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- เผยแพร่เมื่อ 15 ต.ค. 2024
- This video shows how to find the cutting length of stirrups. Cutting length can be find if we know the beam or column cross section dimension, then it can be find out easily, by subtracting the beam width from clear covers we get the respective length then finding each four side length and adding these length, finally you have to find the hook length which is normally taken as 10xdia, and add this hook length to get the total cutting length of stirrups. In this video beam cross section with width 500mm and depth 600mm been solved and its cutting length has been found out. Hope it helps you guys.
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#cutting #Length
we have to subtract the bend value also??
Good job sir dahil sa vlog tutorial MO Maraming knowledge ang nakukuwa ko mula sa inyo
Lol
Very nice Speech I am agree
2(A+B)+20D-3*2D-2*3D for Cutting Length of stirrup
where does it say 10d is the standard hook length? i thought ACI 318-14 says 4d or 6d
I am also a civil engineering course po. Thankyou for more info .to improve my calculation skills
Welcome 😊
Sir please reply, you didn't mention the deduction here
Great and clear explanation ,thank for your time ,sir
Glad you liked it
A.o.a. sir g site py Labour ko kam k hisab sy kesy divide karen gy. Labour ka is code kia ha
U must have also minus dia of bar...when calculatin value of (a)
Good
Thanks
Thanks For Teaching Sir
Why u don't deduct bend
Thanks
Welcome
Thankyou for that tutorial. You save lives.
when an iron bar is bent it takes some length doesn't it
Bend deduction less nhi hoga?
Amazing!!!!
Thank you
your calculation is correct but. sorry you need to deduct the 3 time 90° bend and 2 times 135° bend for exsample you bend a rebar for 90° you need to use d1 deduction d1 is 1x10 and your rebar is 8mm you need to decuct that. if you did not deduct your 135° make long later
2d for 90Deg & 3d for 135Deg..
Sir by diploma civil engineering we studied that one hook length=12d.but u said that 10d.which is correct
12 d is when dia of bar is more than10mm
Sir stirrups 5 sides bending, we have to minus
2040 length but not a cutting length 2040 and bend diduction 12D 12X8= 96mm
2040 - 96 = 1944 cutting length of Steel
So nice Sir really so good video,Sir can you tell about cutting length of plinth beam,roof beams plz
Sir what is cutting lent u ar not given deduction
U should minus effective cover not clear cover ..
sir you did not deduct the nos of bends if you please response
But Sir Revision on Hindi language Very Comfortable
Thank you
You're welcome
What's the size of a stirup for a 9x12 f colum?
.
IF COVER BLOCK 25MM THEN STRIP SIZE 44"
How abouy Bend deduction?
Bend value ??
3X2D bhi minus hoga or 2X3D bhi minus hoga
Nice information about civil engg.
You have to take bend deduction
You did not even do band detection.
Yes
Stay blessed
Thanks dear MOON ISHAQ
Sir, you must deduct the bends.
there should be bend deduction as per simple mathematics
Can you make avideo on how to get the number of stirrups ..I really need it
Length of beam/ spacing +1
total lenth of beam divede by spacing +1=no. stirrup
Deduction for bends!!??
3d for 135 Deg bend & 2d for 90 Deg bend!?
You forgot in steel elongation
tq sir,,,
Where's the bend loss????
There is same mistake you can't deduct bends
Cutting length of column with lapping and stagger bar
th-cam.com/video/F4vOoDlt_-I/w-d-xo.html
Wrong answer you have To deduction of bend from is standard
wrong answer
the bend should be minus
👍👍👍👍
its wrong, the cutting length will be = ( 2 x (420+520)) + 24 x 8 ) - ( ( 2 x 3 x 8) + ( 3 x 2 x 8) ) = 1976 mm
I believe your calculations are also not 100 % right, read IS 2502 where there is a center line method used to calculate the cutting length of stirrups. There is no need to add bend deduction in the formula, 2(a+b) + 24d is the right formula to calculate the cutting length for stirrups with hooks bend at 135°
@@ashutosharya6221 if you are referring to page 13 of IS 2502, ref no. A, where it says 2(a+b) + 24d, then i suggest you re-read the header where it clearly says "length of bar" instead of "cutting length of bar". Both are very different things.
Now coming back to center line method for bend deduction, for 135° bend, as per IS 2502 page No. 9, the bend deduction is 3.08D or simplified as 3D
Actually in the IS code method a and b is considered from the inside of the stirrups, a = (500 - 40 - 40 - 2 *0.5*d) = 412 mm similarly b = (600 - 40 - 40 - 2 *0.5*d) = 512 mm
@@apurbaghosh5046kindly let me know where the bend deduction is mentioned in page 9 of IS 2502.
@@ashutosharya6221 if it considered from inside the strirups why is centerline method ? Its utterly wrong and no such thing is ever mentioned anywhere
Sir my answer is 1.93m
verey good
Thanks
wrong
That is totally wrong this person zero expirence that strips is so big ni size because of that don't minus the 3*2d+2*3d that person not any site expirence I think
wrong