Detailed explanation of Design of Biaxial columns using different methods was impressive. In one of your RC design of building video you made video up to Beams, but you didn't continue column design and footing design for that. Please continue that part which will complete whole building design.
I Watched all Column Design Videos from Starting Onwords. You Have Done Wonderful Job Keep it Up Mam. Is Possible Please Do Videos of Design of Steel Structures like this..............
Excellent lectures madam This is useful to all the civil engineering students and professionals My request is do estimation and costing tutorial i.e building, earthworks etc... Please make this video's If possible Thank you
16:25 mam at this point many people take another d'/d ratio and calculate Muy from another table . I'm confused... i should use only one d'/d ratio for Mux and Muy na ? Only difference is fckBD² and fckDB²
U never disappointed in ur teaching/presentation. I have learnt a lot from you and will continually looking forward for your new video. I have this ongoing project live in Qatar as I speak ( proposed B+G+2) and I want u to be part of it on my TH-cam where I make post of daily activities. It is my first project here in Qatar as a project engineer and I am open for questions and your contribution. Thanks & Regards
Yes you can use this formula. I have mentioned in video in which book it is. And still if you don't want to use this formula and you can watch my previous video tutorial of particular topic where I have explained another method to solve Biaxial bending column. You can go with that method.
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EXCELLENT TUTORIAL. HOPE TO SEE THOSE I SUGGESTED: PILE FOUNDATION WITH PILE CAPS DESIGN , SOON. THANKS!
Detailed explanation of Design of Biaxial columns using different methods was impressive. In one of your RC design of building video you made video up to Beams, but you didn't continue column design and footing design for that. Please continue that part which will complete whole building design.
I Watched all Column Design Videos from Starting Onwords. You Have Done Wonderful Job Keep it Up Mam. Is Possible Please Do Videos of Design of Steel Structures like this..............
Pls update 5 storey building design commercial... ur simply superb... ur voice so good.... way of explanation is exceptional
Excellent
hello madam please make a video on design of slender columns
Excellent lectures madam
This is useful to all the civil engineering students and professionals
My request is do estimation and costing tutorial i.e building, earthworks etc...
Please make this video's
If possible
Thank you
16:25 mam at this point many people take another d'/d ratio and calculate Muy from another table .
I'm confused...
i should use only one d'/d ratio for Mux and Muy na ?
Only difference is fckBD² and fckDB²
Please make a video on design and detailing of RCC Shear wall
Make video on Footing with uniaxial bending
please make a video on combine footing with moment
Which method from 1 and 2 will be good for practicall used for design of collloum
U never disappointed in ur teaching/presentation. I have learnt a lot from you and will continually looking forward for your new video. I have this ongoing project live in Qatar as I speak ( proposed B+G+2) and I want u to be part of it on my TH-cam where I make post of daily activities. It is my first project here in Qatar as a project engineer and I am open for questions and your contribution. Thanks & Regards
Thanks. ..madam
madam please upload design of slender columns
Dear ma'am pls make videos on moment area method and other methods to do deflection problems for objective exams
Sure.
1.15x√Mx^2+My^2 is used only for square column? Or else can use for any size of columb
Please replay
Practicaly
How we get Mux Muy value
Pls reply
Hello maam is the formula derived as per is code 456-2000?
Can we use in exam as 1.15 term is not used in other books?
Yes you can use this formula.
I have mentioned in video in which book it is.
And still if you don't want to use this formula and you can watch my previous video tutorial of particular topic where I have explained another method to solve Biaxial bending column. You can go with that method.
@@cwillstructures on what basis u are taking column size and axial load