You don't need to have 2 top extra bars at the both rim columns (yellow color). This serves no purpose as the rim column is simple support type so no bending moment. Top extra steels are/maybe required at the central column only as this point is "continuous beam".
Hai, is it correct or not I don't know, Although I just say, Bars available In market upto 12m length, but here you mentioned both column to column 6m distance. So total need length of bar is, 6+6+0.25+0.25+0.2+0.2=12.9. Here, 0.25- column(L), 0.2-(L bending). So there must come lapping. Please check and correct it.
At support compression is at bottom. where is compression reinforcement. As per SP 34 negative reinforcement at end support L/4. it is OK . But in intermediate support it is also L/4. because point of contraflexure from both the support is 0.211L
if a beam B1 is connecting to a Col from one side and another beam B2 is connecting from opposite side of col. And both beams details is different B1 has 3 Top continues bars and B2 has 4 Top continous bars how will we provide development length and will B2 continues bars extend into B1 or not plzzzzzzz someone .....
Best explanation on bar bending on UA-cam so far. I’m glad to discover your channel😂
Glad you enjoy it!
@@akskillssolutions4377আচ্ছা আমার ছাদ ডিম লম্বায় আছে 66ফিট আর উঃ দক্ষিণে আছে 15 ফিট তো আমি বিমের রট আগে কোন টা বিছাবো
Amazing demonstration and simple to understand.
Good presentation Sir
very nice and best explanation
Superb quality
Best video in the world 🌎
Mast video hai bhai
Thanks
great effort.. weldone
Thanks a lot
what type of reinforcements is this called, as oppose to a continuous crank bar?
Muito bom, este video é fantastico, muito obrigado por compartilhar conhecimentos com o resto do mundo, muito obrigado.
Thank you sir 🙏
Muy bien, un saludo
Sandar
Good explaination❤
Amazing work
Thanks a lot 😊
Nice
Amazing video with good illustrations. 👍
Of course
Thank you very much!
I am following this principle of beam reinforcement
great work , add info ; the stirup of the beam stops at the face of the col
Good enforcement
Masha Allah
Which software is this
🎉🎉🎉🎉
Thanks u making me expert engineer
It's my pleasure
How u make such type of videos and which software are you using for making these type of videos .Can you tell me ?
Beam to column is cold-jointed... maybe better if poured at same time (monolithic)?
I find it,
Thanks,
🙏
Length of steel bar not more than 12 m.here distance between columns shown 6m in the both so how can you put 12m continuos
❤️❤️❤️❤️
Good
Thanks
Amazing animations
Appreciated
Thanks
how to make this kind of animation? what app do you use?
Super super super
Can u guide me how is the size of pillar And beam for 3 stories building.
You don't need to have 2 top extra bars at the both rim columns (yellow color). This serves no purpose as the rim column is simple support type so no bending moment. Top extra steels are/maybe required at the central column only as this point is "continuous beam".
Clear concrete cover should be atleast 40mm. Correct me if im weong
พาสสดใสน่าสัมผัสกับธรรมชาติ
Hai, is it correct or not I don't know, Although I just say,
Bars available In market upto 12m length, but here you mentioned both column to column 6m distance. So total need length of bar is, 6+6+0.25+0.25+0.2+0.2=12.9.
Here, 0.25- column(L), 0.2-(L bending).
So there must come lapping. Please check and correct it.
Sir which app did you use for making it?
Nice one . But you should have shown lapping zone for continuous beam .
It is placing of reinforcement of continuous beam.this is not overlapping zone.
At support compression is at bottom. where is compression reinforcement. As per SP 34 negative reinforcement at end support L/4. it is OK . But in intermediate support it is also L/4. because point of contraflexure from both the support is 0.211L
may i ask the name of the software that you used in this video?
Sketch up
Sir can both beam main bar stay at outside of column bar?
Just want to ask, what is the Width & Height dimension of the beam?
300mm x 450mm
Which softwear?
AD hay ai đó có thể giúp mình biết phần mềm nào thể hiện 3D vậy? Em cảm ơn mọi người!
Sir bottom extra bar is provided in center of beam. Is it right?
Yes,it is right.
Sir combined footing pe video banaye
កាយ៉េសរសអត់ដកចេញ😂😂😂
Which software, software name
In case seismic loading is considered, bottom beam reinforcement will be more at support. Is it right?
What design code is this?
What is the task of bottom extra bar??
To resist the tension.
Pls Engr what app did u use
Sketchup.Thanks
Sir please wich software tell me sir
I don't understand this notation: "2L-8#@200mm" Would someone be so kind as to explain it to me? Thank you!
Sir which State from u India
From Germany
@@akskillssolutions4377 schönen Dank! Greetings from argentina 😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅
Hahaha
kc sire rod baiding video please
Hay a
2=14#.mm bar steel
সোজা রড ঠিকই আছে,, বাঁকা রডে কি লোড নিবে,,সেতো এমনিতেই লম্বা।
Sir 14 mm ka bar Kain sa kpany bnaraha hai
Sorry this is 16 mm not 14 mm.thanks
400 mm C/c stirrups spacing are wrong
Thanks.writing mistake
14 dia ?
Slope type
No no no ful
if a beam B1 is connecting to a Col from one side and another beam B2 is connecting from opposite side of col. And both beams details is different B1 has 3 Top continues bars and B2 has 4 Top continous bars how will we provide development length and will B2 continues bars extend into B1 or not plzzzzzzz someone .....
Yes extend B2 bars into B1 . Bcz this way it will be more safer
@@thoughts7085 to how much length should we extend
L/4
@@thoughts7085 bro as far as i know Top extra extends by L/3 or L/4 as per mentioned in drawing
@@thoughts7085 I'm talking about only top main bars not top extra
Optical km.recoil autocat +150 luxflash see.note