Amazing demonstration and simple to understand.

Muito bom, este video é fantastico, muito obrigado por compartilhar conhecimentos com o resto do mundo, muito obrigado.

very nice and best explanation

Superb quality

Good presentation Sir

Good explaination❤

Best explanation on bar bending on KZread so far. I’m glad to discover your channel😂

@akskillssolutions4377

Жыл бұрын

Glad you enjoy it!

@mdmohibbullah8340

Ай бұрын

​@@akskillssolutions4377আচ্ছা আমার ছাদ ডিম লম্বায় আছে 66ফিট আর উঃ দক্ষিণে আছে 15 ফিট তো আমি বিমের রট আগে কোন টা বিছাবো

Muy bien, un saludo

Amazing work

@akskillssolutions4377

Жыл бұрын

Thanks a lot 😊

great effort.. weldone

@akskillssolutions4377

Жыл бұрын

Thanks a lot

Amazing video with good illustrations. 👍

@civilengineeringfromgoldme3074

Жыл бұрын

Of course

@akskillssolutions4377

Жыл бұрын

Thank you very much!

Thanks u making me expert engineer

@akskillssolutions4377

Жыл бұрын

It's my pleasure

Sandar

great work , add info ; the stirup of the beam stops at the face of the col

Good enforcement

I find it, Thanks, 🙏

Beam to column is cold-jointed... maybe better if poured at same time (monolithic)?

❤️❤️❤️❤️

Nice

Mast video hai bhai

@akskillssolutions4377

Жыл бұрын

Thanks

🎉🎉🎉🎉

Amazing animations Appreciated

@akskillssolutions4377

Жыл бұрын

Thanks

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

How u make such type of videos and which software are you using for making these type of videos .Can you tell me ?

Masha Allah Which software is this

Good

@akskillssolutions4377

Жыл бұрын

Thanks

Sir can both beam main bar stay at outside of column bar?

Sir which app did you use for making it?

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.

Which softwear?

Can u guide me how is the size of pillar And beam for 3 stories building.

how to make this kind of animation? what app do you use?

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

Clear concrete cover should be atleast 40mm. Correct me if im weong

@jerapornheetchoui9347

Жыл бұрын

พาสสดใสน่าสัมผัสกับธรรมชาติ

Sir combined footing pe video banaye

Nice one . But you should have shown lapping zone for continuous beam .

@akskillssolutions4377

Жыл бұрын

It is placing of reinforcement of continuous beam.this is not overlapping zone.

AD hay ai đó có thể giúp mình biết phần mềm nào thể hiện 3D vậy? Em cảm ơn mọi người!

Just want to ask, what is the Width & Height dimension of the beam?

@akskillssolutions4377

Жыл бұрын

300mm x 450mm

Which software, software name

Sir bottom extra bar is provided in center of beam. Is it right?

@akskillssolutions4377

Жыл бұрын

Yes,it is right.

may i ask the name of the software that you used in this video?

@akskillssolutions4377

Жыл бұрын

Sketch up

In case seismic loading is considered, bottom beam reinforcement will be more at support. Is it right?

Sir please wich software tell me sir

kc sire rod baiding video please

2=14#.mm bar steel

What is the task of bottom extra bar??

@akskillssolutions4377

Жыл бұрын

To resist the tension.

Pls Engr what app did u use

@akskillssolutions4377

Жыл бұрын

Sketchup.Thanks

I don't understand this notation: "2L-8#@200mm" Would someone be so kind as to explain it to me? Thank you!

Hay a

កាយ៉េសរសអត់ដកចេញ😂😂😂

400 mm C/c stirrups spacing are wrong

@akskillssolutions4377

Жыл бұрын

Thanks.writing mistake

সোজা রড ঠিকই আছে,, বাঁকা রডে কি লোড নিবে,,সেতো এমনিতেই লম্বা।

Sir which State from u India

@akskillssolutions4377

Жыл бұрын

From Germany

@dariodario8960

Жыл бұрын

@@akskillssolutions4377 schönen Dank! Greetings from argentina 😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅😅

@civilengineeringfromgoldme3074

Жыл бұрын

Hahaha

Sir 14 mm ka bar Kain sa kpany bnaraha hai

@akskillssolutions4377

Жыл бұрын

Sorry this is 16 mm not 14 mm.thanks

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 .....

@thoughts7085

Жыл бұрын

Yes extend B2 bars into B1 . Bcz this way it will be more safer

@MAnas-el6cd

Жыл бұрын

@@thoughts7085 to how much length should we extend

@thoughts7085

Жыл бұрын

L/4

@MAnas-el6cd

Жыл бұрын

@@thoughts7085 bro as far as i know Top extra extends by L/3 or L/4 as per mentioned in drawing

@MAnas-el6cd

Жыл бұрын

@@thoughts7085 I'm talking about only top main bars not top extra