Column Orientation | Column orientation for buildings | RCC Column orientation |
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- čas přidán 18. 11. 2019
- Hi all !!! This Video explains about column orientation of building,axis of bending of the column and how the moment of inertia is related to orientation of column.
Column orientation according to architectural and structural requirement with examples.
To know about major and minor axis of the column please refer the below link
• Major and minor axis o...
For more videos about column please refer the below links
1.Axial load,uni axial and bi-axial bending moments in columns
• Axial Load,Uniaxial an...
2.Design of column,axial load with uni-axial bending
• Design of Column | Axi...
3.Slenderness ratio and minimum eccentricity in columns
• Slenderness ratio & Mi...
4.Practical provisions of column as per IS-456
• Practical Provisions o...
Thanks for your explanation. I think the easiest way to orient column is to place larger dimension in longer span for structural stability.
Thank you Very well explained mam. Video was so helpful please provide us more helpful videos on structural analysis🙏🙏🙏
Clear and simple explanation to understand column orientation. Well done. Appreciated.
Thank you Mrs ..stay blessed 👸
You are welcome.
Columns orientation depends upon bending moments of frame, pls mention this in video. Also mention due to moment , about which axis bending moment occurs more, this will be the clear way to make others understand I think
These are too helpul lectures thanx alot.
Most welcome!
Very Good Explanation mam
Very nice, i understood..
Thank you madam.
Explaining well
Thanks madam for your valuable efforts
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
If there will be best video nomination award on CZcams. surely my vote will go to these two videos....
The Best video ....
Thank you.
Mam which software you are using for presentation (to make)
Even I did not get the MOI in the college. Now I have understood.
Very useful madam. Keep it up.
I am satisfied with you. But i should in sequence.
good job ,, thank you
Welcome!
Thank you for the video.
I am still not sure about corner columns. Which wall the column should be directed to?
Larger face of the column should be in the direction of larger span.
very nice mam
Thanq
welcome.
Thanks for this useful and important information about column orientation. Plz make a video to clearly understand placing of main bars whether to provide in shorter dimension or longer dimension of column. For example how to place 6 nos 12 mm bars for a column of 230 mm x 380 mm
you are welcome.sure will upload.stay tuned.
Amazing mam
Thank you.
Thank You Mam, A little suggestion for ur next video, u should also take values for explaining, ex. In this u should had taken the dimension of the column.
Secondly I have a question maybe u can explain in ur future video that what should be the orientation of the column when the beam is resting on all it's 4side?
its all depends on the span of the beam.
Thanks for your suggestion.Check where you get maximum bending and orient the column accordingly.Large face of column for large moments.
Good
Can you explain how you are taking the sizes of beams and columns
Bro do understand now how to take column and beam sizes if you do please share
Thanks you very much for videos,is it possible to solve problem about minor and major axis ?
Please refer the below link
czcams.com/video/cUsswRb3duU/video.html
What about stability when lateral loads acts
100% clear by watching major and minor axis , thank you maam. if 4 beam crossing 1 column ,in that any one of the beam have max bending moment . In that direction of beam we have to orient column perpendicular to major axis direction correct ?
The axis which is perpendicular to depth of the column is major axis and the axis which is parallel to the depth of the column is minor axis.
Column Orientation - larger face for large moment
Please refer the below link for more details about major and minor axis
czcams.com/video/cUsswRb3duU/video.html
Ma'am I live in Mumbai. I have project in Final year... I'm planning to degin a building.. but from where to start I don't know
Is it meant for local orientation to global orientation ?
Is it okay if we dont have all the columns in same line ? As we can see few columns not in line in this video, will it cause any issues in load balancing?
Always it is good to have columns in line but practically it is difficult to have all columns in same line since we have to locate the column as per architectural drawing.
We have to make proper framing plan in order to distribute the loads safely.
Load transfer mechanism - slab to beam, beam to column, column to footing.
Please refer the below link
czcams.com/video/AJG1Jix8NDk/video.html
Can you tell me how to take column steel if minor axis per to the depth of column
Please refer sp-34 column section P.no.87
Please share a video of footing design,and how to find minimum depth of foundation ,s.b.c finding
ok.
What is the role of major and minor axis? And..if larger face of column for larger moment .what should happen?
It helps in orientation of columns.
Thank you Maam😎,
How simple u made to understand tis concept👌
Thank you.
Ma'am can you check it once I think, Depth of column is perpendicular to beam is good.
Axis of bending is perpendicular to the beam length. Therefore if column depth is parallel to beam length then column depth is perpendicular to axis of bending. Hope the doubt is clear
Hello,
Are 12 mm 4 bars and 10 mm 2 bars enough in a 9*15 column..?
The column to column distance is 15 feet.
How many storeys can be built with this much reinforcement..?
We cannot simply say the reinforcement details without calculating the loads.
We have to calculate the loads coming on the structure and then design the structure accordingly.
Which software is this?
Can we change the orientation of columns in upper floor due to architectural requirements
This change in orientation affects the load transfer mechanism of the structure.It is better to avoid.
Civil Engineering Mastery okay thanks
Welcome.
Hello Mam,
Good Afternoon.
How can I take your advice/services for a residential construction, undergoing to start soon.
Thanks.
civilengineeringmastery@gmail.com
What about the footing?
Hi ma'mm i need help from you please help me
Kux kux beam toh apna load he transfer thik s nhi karega column p
Any online class tuition available ?
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
Upload its detail designing calculation of slab, beam, column, & footing base would be same drawing
I want to study about coloumn orientation mam just send me note on details...
Ma'am can we change orientation of column at first floor
No. it is not advisable
what is thickness of columns for three storeys residential, 14 m x 21 m?
Hindi mai bhi video bna dijiye ya phir sub title ka use kr dijiye
There is little confusion
Please explain clearly about axis of bending
You are just shaking the columns and saying this n this is the axis of bending.
Larger face of column for larger moments.major axis is perpendicular to the depth of the column and minor axis is parallel to the depth of the column.
If the column is in horizontal direction the axis of bending is in the direction of major axis.
If the column is in vertical direction the axis of bending is in the direction of minor axis.
Please refer the below link to know more details about major and minor axis of the column.
czcams.com/video/cUsswRb3duU/video.html
@@CivilEngineeringMastery okk
from the view point of moment of inertia, about axis of bending M.I must be large to resist the bending
And if the column is in horizontal direction then axis of bending will be perpendicular to depth of column so M.I will be greater
Is it correct..!!!
yes correct.
@@CivilEngineeringMastery thank you
welcome.
Make video in hindi
No clarity about bending..We apply load in x axis but why it is bending about y axis ...It should bend only the direction in which we applied load ...But why it is bending in other direction.you are giving wrong information about bending and making students more confusing about bending axis w..r to the applied load ...
Madam i didn't understand this..
Not understood properly
Mam, your voice is like Deepika Padukone..😂😁
Shut