ETABS Tutorial (7. Design of Columns using ETABS, Excel sheet & Theory Explained)
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- เผยแพร่เมื่อ 8 พ.ค. 2018
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This the best structural design tutorial have ever in my life come across very useful ❤ short and makes a lot of sense
Excellent and Outstanding
Love and respect from Bangladesh
I really really did not find such a deep explanation throughout on TH-cam as you explained here sir...i purchased this course 2 times...and spent 20k on it but did not conclude any sound good feeling but your efforts on it are tooo huge very very thanks broo...
Keep uploading and we pray for your success....
Thank u brother, I am glad the tutorials are helpful
Sir pls share excel sheet sir umashankar3011998@gmail.com
Sir I already learn this type of course in sap2000 in udemy Web but your classes easy to understand and match with filed level thank you sir
Thank you for kind gratitude
thank you brother it will be very helpful for my project ❤️❤️❤️❤️
sir, it was excellent.
Very good informative video i have ever seen at youtube..the way of teaching and explanation of every aspect is very good.
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thanks sir the way you tought , all of my concept are clear.
Its good to know, videos was helpful for you.
Maashaallah..its informative.. nice effort, thank you
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Thanks for the wonderful video. I want to ask you on questions about m22 and m33 in column why not take moment in first and second story. Because moment higher in upper story.
Such a wonderful explanation sir.I have learned a lot from this.will you please share pilecap design like this.
Thank u so much sir 😊
sir in column design M2 and M3 value will be in point ? like 2.3,3.4 because my highest M2 value is comes to 34,25 like that.
Hello sir.
As we usually design Column for Axial load and Bi-axial Moments.
I was Modelling a mosque (G+1), in that after analysis in Column forces table, I'm getting values of V2 and V3 up to 30KN. Why are these values coming to be high. And should we take this Values in consideration for design? (If values were small for 4-5KN we could have neglected it but they are coming around 30KN).
Kindly suggest what should I be doing sir.
Awesome tutorial
Appreciate your feedback.
Sir how can we find the value of the heaviest loaded column ?
Best. Sir plz make video on steel structure in etab.
Thanks for ur feedback. And ur point has been noted. Will make it as soon as possible.
Thank you sir so helpful videos... I request you sir plz make a video on pile footing...
Thank you sir 😊
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How to do bar diameter mixed of column in this excel sheet
Sir my analysis check in etabs passed but,it seems that Moments M2 & M3 of my model comes out to be very large...i.e. (43-60) kN-m ....is this normal? Or am I doing something wrong here?..please help
And sir one more Q..While designing in Excel the output of Ast. comes out as (WARNING) instead of " SAFE/NOT SAFE"..
Sir for g+1 building I'm getting too much ast like it's in 4000 and 5000 mm² ...please let me know what to do .
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Good work sir..it is easily understandable without coaching classes...thank you. plz..can you send me all the excell sheet for beam column and slab
Check description
Your load combination is constant for axial force as per IScode?
didnt get ur question
Why u haven't consider eq load in load combination ?
Sir, how do we get to know we have design the column for An axial load and Bi - axial moments? I mean the column can only be subjected to axial load and moment in any one of the axis or both the axes. Is it from the location of column ,. We can get to know it. Like If the column is an interior column, then it will be having axial load and 2 moments and something like if it's at the corner of building, then it can have only an axial load and moment in any one of the axis?.
Kindly help.
a column will in most cases will have axial load and biaxial moment is a framed structure building. It desnt depend whether it is in interior or exterior. as the beam can bend in x and y direction.
So in building cases, columns r designed mostly for both axial load and biaxial bending. If Bending values are very less compared to axial load, then bending values can be neglected. usally it comes in cases of short columns or pedestals.
you will get bi-axial loading in Wind load and earthquake loadings
How to find out main bars in column?
this is very interesting sir please attach complete excl sheet
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Do the bottom column known as neck column in etabs?
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Sir y u have taken 1.4 DL on column and why u haven't consider eq load in designing of column ?
By eq load do you mean earthquake load?
Yes sir
Sir g rep to de do
Tumhare bas ka nahi hai kuch
sorry sir why are you doing hand deign calculation,why not let etab design the column,beam and slab itself ?
Thank sir for the beneficial tutorials. i would appreciate if you could send me excel sheet for design of column, footing and slab.
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Sir please send me all the excel sheet for all designs Thanking You☺
and i need another help from i want crack file etabs 2018 ultimate can u sen me ?
Sir number of bar and dia.of bar same hi hai,only change in column size aisa kyu?
In column the compression force is main. And it is mainly taken by the concrete. Steel in column is for stability and bending stress Which is less
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PLEASE PROVIDE XCEL SHEET BEAM AND COLUMN PLESE SIR..........
Mail id plz
Sir plz send me the excel sheet
Sir can you plz send me the excel sheet? of etabs i learn alot after watching ur videos i want excel sheet to practice more.
My email id is block.out.haters@gmail.com
Please follow the link in the Description Section
could you please send me Excel sheet
good for knowledge about the calculations not ETAB.
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Sir please send me the excel sheet. Thanking You☺
To this mail👉 naveenbaabu1@gmail.com
need all excel files
Kindly follow the link in description section of the video
Pls send the excel sheet sir
Mail id plz
Please attach excel file
Follow the link in the description section.