Design of Axially Loaded Square Column | Short column | Design of RCC Column

Design of Axially Loaded Square Column | Short column | Design of RCC Column | Column Design

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All About Structural Analysis and Design

4 жыл бұрын

Detailed design of Axially loaded square column has been shown according to IS 456-2000 stipulations.
Design Steps of square column with design of lateral ties
Checkout What is Column, Axial Load, Uniaxial and Biaxial Bending : • What is Column | Axial...
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#designofcolumn #designofaxiallyloadedcolumn #designofsquarecolumn #rcccolumn

Пікірлер: 71

@abhinavmishra1990 2 жыл бұрын

Sir your videos are very helpfull for quick revision...thankyou sir Just one silly mistake: 2 x 10^6 - 8 Asc + 278.05 Asc shall be 270 Asc rather than 286 Asc (though that won't alter our final design)

@ManojKumar-gt4ct 3 жыл бұрын

Thank u very much sir Very helpful video Explanation is very clear.

@prajaktamohite7211 2 жыл бұрын

Sir lectures are very informative thanks

@educatedindian6132 3 жыл бұрын

sir you are blessing for all civil engineers.. thankyou sir.. since i am still student i cannot contribute towards the growth of this channel.. but soon i shall start earning then i will support it.

@structuralanalysisanddesign 3 жыл бұрын

God Bless you Dear, I am not expecting anything from you, study well and have a successful career, if you want to support channel just share the videos to your friends who are studying civil engineering and watch the ads which appear on videos and that is more than enough to support channel, god bless you

@educatedindian6132 3 жыл бұрын

@@structuralanalysisanddesign Sure sir

@devsharma8477 Жыл бұрын

@@structuralanalysisanddesign what about self weight of column?? 10% of the weight of column

@nirmalayashodha2017 3 ай бұрын

@@structuralanalysisanddesign😊

@soimhossen3023 2 жыл бұрын

Beautiful 🥰

@MP-ug8up 3 жыл бұрын

Thank you so much sir, please explain about maximum distance between two columns,if maximum distance crosses then what are the remedies or have to provide tie beam to break length.

@LaldawngzualaBTCE Жыл бұрын

Tomorrow is my exam, thanks to you I’ve understood this

@Prarchitect2025 Жыл бұрын

Great explanation 😁😁

@shrawanshah8291 3 жыл бұрын

Sir please also make video on how much load a column can support of certain dimension and also how to calculate load coming to the column from beam and slab

@vaibhavdoddamani4102 4 жыл бұрын

Your explanation is really helpful.. Keep continuing.

@structuralanalysisanddesign 4 жыл бұрын

Thank you so much, yes you will find more videos related to civil engineering

@bananimondal9389 2 жыл бұрын

please solve below problem Design a rcc column for rectangular cross section subjected to a load 750 kn. consider steel 1% of gross area. use m20 and fe 415 material consider one side of column 300 mm.

@vidyasagarmoogi3379 4 жыл бұрын

Very Nice and informative

@structuralanalysisanddesign 4 жыл бұрын

Thank you brother, share with your students who might benefit from this

@tachopacho5929 3 жыл бұрын

Sir u are saviour never give up we will always follow you

@structuralanalysisanddesign 3 жыл бұрын

Thank you so much, always there to help civil engineering students, keep watching and sharing

@ArtSquare_Official 2 жыл бұрын

Ties will not be below at 8mm bars

@giridharelachitaya6772 6 ай бұрын

❤

@sindhu3297 2 ай бұрын

Sir when design a whole building in real then we dont have column dimemsions so we have to design it. Then how we get the dimensions like 230x230 or 500x500 like this. Plz explain sir.

@aniketkalra9601 3 жыл бұрын

Sir why are we taking area of column 500×500 coz practically uski depth bhi toh hogi and area of cuboid ka formula nhi lgna chahiye same for reinforcement area????

@structuralanalysisanddesign 3 жыл бұрын

Area will be always calculated in m2 or mm2

@kaliyugasanchari1812 2 жыл бұрын

Sir please explain the Design of circular footing sir please 🙏

@shrawanshah8291 3 жыл бұрын

Sir in actual we will not have the size of column then how to take the size of column.in actual we can claculate load coming to column, we can use grade of concrete and steel what we want and rest nothing will be given then how you took the size of column as 500*500.sir thank you very much your videos are so helpful for structural engineers🙏🙏🙏

@mohitmathur6419 4 жыл бұрын

Sir -8Asc+278.05Asc it's become 270.05Asc and u write 286.05 Asc How🤔🤔

@structuralanalysisanddesign 4 жыл бұрын

I apologize for the mistake and also answer would have come 370 and minimum Asc is 2000 so we had to take min Asc, sorry for the inconvenience

@yuvarajbabu293 2 жыл бұрын

What if eccentricity is greater than 20mm? Tell me

@villain.sarcastic9690 4 жыл бұрын

Sir plz explain lateral ties

@mallanagoudpatil3822 3 жыл бұрын

Is it asc or Asc in Pu equation !!? 349.5 thing

@bananimondal9389 2 жыл бұрын

what is service load in column

@FsceShivamlubal 3 жыл бұрын

1.5 is add only square coloumn ,all coloum are add for1.5

@appu3203 2 жыл бұрын

❤️😘👍

@subirroy69 10 ай бұрын

Please publish eccentric column foundation design

@rajsharma9259 3 жыл бұрын

sir i didnt got how - 8 asc +278asc = 286ASC how sir can u give some explanation

@mahmoodabdullah4547 4 жыл бұрын

Good explanation congrats I have doubt Why you didn't talk about slenderness ratio (long or short column)?

@structuralanalysisanddesign 4 жыл бұрын

Thank you, in question already it was mentioned short column so dint explained about that concept, i will do it as a separate video on that, thanks for watching

@mahmoodabdullah4547 4 жыл бұрын

Okay bro

@MUKESHKUMAR-cp2sz Жыл бұрын

@@structuralanalysisanddesign sir as per IS 456 minimum eccentricity is minimum from (1- Leff/500+lateral dimension /30 , 2- minimum eccentricity is 20 mm ) why you don't check which is minimum ? and after calculating eccentricity why you don't chack as per IS code ( page 71) ( emin

@Mac_357 Жыл бұрын

🔴Column Diamension are given in problem so we can assume Asc = 1% of Ag That is 0.01x(500×500) So we can get directly 8 bars requirement

@sursb6020 2 жыл бұрын

thanks sir

@structuralanalysisanddesign 2 жыл бұрын

Most welcome, keep watching

@civilideas1925 2 жыл бұрын

👍🏻

@aibansharailyngdoh8608 Жыл бұрын

Can you do rectangular column

@gixerriders3151 4 жыл бұрын

Upload video about axial loaded column with biaxial bending

@structuralanalysisanddesign 4 жыл бұрын

Definitely, will be covering all cases of columns, keep watching

@ammajjiappala 10 ай бұрын

Sir why don't we use 18mm instead of 20mm Why 20mm because of eccentricity?

@mr.engineer3314 3 жыл бұрын

278.05Asc - 8Asc. You added them, its wrong. You substract

@parthsinghal2884 2 жыл бұрын

also please can you share your thumbnail

@Syed4Tahir 3 жыл бұрын

Wrong calculation 278.05 -8

@DILSHADAZAMNHCV 2 жыл бұрын

Asc value will be 370.30

@mohammedibrahim5019 Жыл бұрын

Sir 2 line after PU not understand sir please in detail 🙏

@palak6513 4 жыл бұрын

Sir I am so confused about one question asking that design of circular column sir so I can bt problem this question giving 300.300 mm so this is not axial loaded column I think I don't know I am right I am wrong

@structuralanalysisanddesign 4 жыл бұрын

Hello, i have uploaded circular column video, kindly check it

@palak6513 4 жыл бұрын

@@structuralanalysisanddesign sir please I think we have considered only 400 mm dimensions others wise u have to be calculate the banding also my overall consept clear sir bt this I can't 😔😔

@structuralanalysisanddesign 4 жыл бұрын

With uniaxial bending also i have uploaded

@shahriyarshahmohammadi8382 3 жыл бұрын

hello Sir.Excuse me when you wanted to calculate ASC why you used Pi/4*R^2 (Area of circle is Pi*R^2)

@ArtSquare_Official 2 жыл бұрын

D2 liya hai na ki R2

@dharunkrishnad.k1372 2 жыл бұрын

He took diameter of bar , not radius.

@prajaktamohite7211 2 жыл бұрын

Sir send biaxially loaded column ...

@Busyguy1119 4 ай бұрын

Sir as per is 456, p49 Minimum stirrup dia should be 16mm but you consider 6 mm? Is that is 456 printing mistake?

@deadshot4008 20 күн бұрын

Yes

@kullas8943 3 жыл бұрын

Nice work bro But I have a doubt How come u took 16 times the diameter bro

@mr.abhishek3554 3 жыл бұрын

Same doubt bro

@halalmeatshophk Жыл бұрын

Sir this checking of 0.05D seems flawed which you did at 07:40. In example, if we consider a column of 230x230mm, then 0.05D is equal to 11.50mm only. This is less than 20mm, so what does this mean? Does it mean we cannot use 230x230 column without even analyzing? Nothing else has been considered yet, like the load, or the height of column, so why using this checking method. There are literally millions of homes build on 230x230 columns designed by structural engineers.

@zmnali78 Жыл бұрын

Yes you seems to be right. According to this 0.05D checking, only the column size bigger than 400mm is acceptable. But in the world, there are so many columns that are smaller than 400mm x 400mm. This is really strange. i hope the admin can respond to this flaw.