Major and minor axis of the column | RCC Design | Structural Engineering

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This video explain about major and minor axis of the column,how to find out the major and minor axis of the column,axis of bending of the column and how to get the moment values of the column from staad.pro software to design the column.
Please refer the following link for more details about columns
1.Axial load ,axial load with uni-axial bending,axial load with bi-axial bending
• Axial Load,Uniaxial an...
2.Design & detailing of column axial load with uni-axial bending
• Design of Column | Axi...
3.Slenderness ratio & minimum eccentricity in column as per IS codes
• Slenderness ratio & Mi...
4.Practical provisions of column as per IS codes
• Practical Provisions o...

Опубликовано:

13 сен 2024

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Комментарии : 72

@hugochan2821 Год назад

Amazing. It is so clear and simple, and it just works.

@shrawanshah8291 4 года назад

Video was so helpful.Thank you ma'am🙏🙏🙏

@awadheshkumarmaurya2818 3 года назад

your teaching technic is very understanding easily. Mam make a video on pro,etabs and rcdc

@CivilEngineeringMastery 2 года назад

I have created a course, structural design of buildings using Etabs software which includes structural analysis and design of a five-sorey RCC building(Real project) and is now available on udemy. Kindly use the below link to avail the full course. www.udemy.com/course/structural-design-of-buildings-using-etabs-software/?referralCode=14883FDBBD95A1ADAC02

@praveenkumar-tz3in 4 года назад

Thanks for your all videos.

@abhisheksen325 4 года назад

Madam your videos are awesome👏✊👍 I request you to please make a video about shearwall design, earthquake design, wind load design and also make a video series about full building design manual because there are no videos on RU-vid about this topic it is extremely helpful for students. Thank you🙏💕

@CivilEngineeringMastery 4 года назад

Thank you.sure will upload.stay tuned.

@rahmanrahmani2896 4 года назад

Excellent presentation and appreciated!

@CivilEngineeringMastery 4 года назад

Thank you.

@hagosdessaleg6837 4 года назад

Thanks! it is clear and visible video lectures! I have got what i need!

@CivilEngineeringMastery 4 года назад

Glad it was helpful!

@edmundtumaca2334 3 года назад

good illustration, like it so clear.

@Aussie_Engineer 4 года назад

Best explanation so far. Thank you for making the video.

@CivilEngineeringMastery 4 года назад

You are welcome!

@samahmadoke8704 4 года назад

Syukron 🙏

@tajsay 4 года назад

that was wonderful explanation ..thank you so much.

@CivilEngineeringMastery 4 года назад

You are welcome!

@robird1020 Год назад

@6:37. Green Arrow is the local Z-axis and it is the Major axis. MY is the moment the about the Minor local Y-axis (Red Arrow)

@RamKumar-ru5zx 4 года назад

Very good job. Maam.. congratulations. ...

@CivilEngineeringMastery 4 года назад

Thanks a lot

@nik-xw7hp 4 года назад

Mam please make video on how to take parameters for steel structure in staad pro according to is code please mam

@daddankhan8669 4 года назад

بھترين

@narendrarbhagyaa1012 4 года назад

Thank a lot madam

@PankajSingh-me4th 2 года назад

Nice video

@CivilEngineeringMastery 2 года назад

Thanks

@hcStructuralDesigns 3 месяца назад

can you explain it by using ETABS software?

@EvergreenConsultancy 4 года назад

Thanks for the explanation, but Without using software, How should we orient our column in a structure? i.e. How should we decide in what direction column should face in the structure. Please help me ASAP

@CivilEngineeringMastery 4 года назад

Please refer the below link for column orientation ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-xFrHDJLoSr4.html

@manujagadesh578 2 года назад

Madam can u do more videos regarding to Concrete technology based on JNTUA syllabus it will be more helpful to all students

@CivilEngineeringMastery 2 года назад

@srinivasannarayanan7963 3 года назад

How you are mentioned in this video major axis moment and minor axis moment is different in different orientation of column in staad I think the staad output result will be in localaxis

@CivilEngineeringMastery 3 года назад

Very simple, the concept is major axis is perpendicular to the depth of the column and the minor axis is parallel to the depth of the column. yes staad output is local axis since it is the axis of individual structural member.

@srinivasannarayanan7963 3 года назад

No not like that

@srinivasannarayanan7963 3 года назад

You check in staad beam orientation and also moment of inertia

@jaydeepganguly6144 2 года назад

Thanks for all your valuable knowledge sharing.. Can you please make a video on manual calculation of moments for G+1 building 🙏

@CivilEngineeringMastery 2 года назад

Will try.

@CivilEngineeringMastery 2 года назад

@twinfaiq2185 4 года назад

i have a doubt: If the force is coming in the direction of XX axis and how is that axis of bending is in YY axis ???

@faizankamal6844 4 года назад

Ma’am will axis of bending always be about y-y axis? And thus we always have to keep our column in such a way that y-y axis always be perpendicular to depth? Or it works the other way around too? Pls pls pls answer

@CivilEngineeringMastery 4 года назад

No, it is not like that.Major axis is perpendicular to the depth of the column and minor axis is parallel to the depth of the column. Please refer the below link for more details ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-xFrHDJLoSr4.html

@nik-xw7hp 4 года назад

The same thing for steel member mam ? Please make video on ly lx parameters for staad pro?

@sohayraalingan4991 4 года назад

Hi maam. Can you help me please... I have a problem in placing a column in floor plan design

@ranasalah4692 3 года назад

Best explanation ,, thank you !!

@CivilEngineeringMastery 3 года назад

You are welcome!

@yirrroy22tyrri82 3 года назад

Depending on what we take formula db3/12??? Why all the time we take I as bd3/12 ( for any section in the world 😁)

@peoplespowerhellyeah8619 4 года назад

Maam in practical it is not possible to design every column separately so,how to take decisions what to design. Cause in some colum major axis having greater moments and some having greater moment in minor axis. So

@CivilEngineeringMastery 4 года назад

Practically,most of the columns we have to design for bi-axial moments considering both major and minor axis moments. Please refer the below link for more details ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-miPwo-Y1GGQ.html

@muhammadnaveedkhan9587 3 года назад

Madam how you get Ixx bd^3 why you not take it as db^3. This is confusing..

@CivilEngineeringMastery 3 года назад

It is a formula for moment of inertia depends on axis.

@ananyasuresh 4 года назад

Madam , kindly explain How to assign Elx Ely values in STAAD Pro

@clesentcharvycabuyao9342 4 года назад

Can you explain thoroughly? Isn't it that Mz is the moment bent about major axis? My is the moment bent about minor axis? I Need clarification for steel column design.

@CivilEngineeringMastery 4 года назад

Major axis is perpendicular to the depth of the column and Minor axis is parallel to the depth of the column.

@clesentcharvycabuyao9342 4 года назад

@@CivilEngineeringMastery thank you, but one more thing, In steel column design, we need to find what Moment result in staad that causes the column to bend about minor axis and major axis?

@jagadeeshsama3060 3 года назад

could please explain major and minor axis of i section

@CivilEngineeringMastery 3 года назад

Sure will upload.

@nathanielshivennaicker9243 3 года назад

If both dimensions are the same which is the major and minor

@CivilEngineeringMastery 3 года назад

both are same.

@narasimhamurthy2800 4 года назад

what is the major axis and minor axis if the column size is like 450x450 or 600x600??

@CivilEngineeringMastery 4 года назад

There is no difference between major and minor axis of the square column unless the reinforcements are different in two perpendicular directions.

@parallax1957 3 года назад

Hello, please provide a STAAD file of this demonstration. Many thanks.

@palak6513 4 года назад

Mam agr koi circular column ho and usma dimensions 300.300 mm ho to hm is ko kaisa solve kra I mean mam iska selenderness ratio 12 se km.nhi aa rha h ya hm dimensions change kr sakta h 😔

@bharathkalyanimmadi6450 4 года назад

I want duplex plan majors 47 47 Ishq naat

@ahmadmasood1481 4 года назад

If column size are 450 x 450 then major and minor axis

@bnks5693 6 месяцев назад

If square column

@srinivasannarayanan7963 3 года назад

Sorry small correction My is major axis moment instead of My is more and Mz major axis moment instead of Mz more

@mssahaspur9709 3 года назад

I have a residential black of three story building if I pay you will plan a strchr dzn

@CivilEngineeringMastery 3 года назад

Can you e-mail me your detailed requirements which includes type of the building, location of the building, architectural plan etc. E-mail id - civilengineeringmastery@gmail.com.

@Raj3486 3 года назад

Confusion ! Which is depth and which is breath... Because the x-section of column in Perpendicular to the longitudinal axis (i.e depth of column)... Please correct if I am writting

@CivilEngineeringMastery 3 года назад

Major axis is perpendicular to the depth of the column where as the minor axis is parallel to the depth of the column. X & Y axis will remain same irrespective of column location. smaller dimension is width B and larger dimension is depth D. Hope this helps!!!

@srinivasannarayanan7963 3 года назад

If you assign ZD= higher value and YD= Lower value Then only you will get My more otherwise you will get Mz more

@hcStructuralDesigns 3 месяца назад

@3.14 minutes you used wrong formula for Ixx it should be bd3/12 na instead you used db3/12.

@CivilEngineeringMastery 3 месяца назад

The formula is correct. If Ixx is the major axis then the formula is bd3/12. In this case, Ixx is the minor axis that's why the formula db3/12 is used. The formula will differ according to the major and minor axis of the section. Major axis - the axis which is perpendicular to the depth of the section. Minor axis - the axis which is parallel to the depth of the section.