Design of Bi-axially Loaded Column|Solved Example: Method-1| Civil Engineering

[@faizankamal6844]

Ma’am I love the way you teach. It looks so easy when u teach even hard topics. May you design at least G+3 building in very detail considering seismic analysis? Plsss, it will be very useful for students. There’s is not even single video in detail about the seismic design of multi-storey building in detail clearing all doubt and with concept. Pls, do us a favor and make a series of videos on that.

[@forjulislam648]

It helped me a lot . I have so much of confusion but now i m out of all those confusion. Thanks a alot maam

[@hemabhargavikotha839]

Could you please tell me the conditions for uniaxial and biaxial loading in case of square or circular column?

[@lalremruata544]

Is this same as design of bixial bending?.

[@cadm-benzbuft21]

where does biaxial moment act in colum in top portion of column or buttom portion of column...
and what about the buttom portion of column will moment act on bottom portion of column also?? plz explain..

[@abhisheksen325]

madam please make a video about the load calculation of a steel building . thank you

[@abhisheksen325]

madam your videos are very very good . madam please make a video of about shear wall design and also explain the load calculation of an elevator (lift) thank you very much and waiting for your response and again thank you.

[@mithiyaz991]

Design of lateral ties ? Where have you discussed it before?

[@cwillstructures]

th-cam.com/video/Y1mnf-wyuqI/w-d-xo.html
You can find it in the video link given above.

[@VishalPatil-by4dt]

Thank you madam for solving problem of types of column design and I humbly requesting u to teach design of long column...thank u so much....

[@kethavathpraveenrathod3138]

how to provide 10 bars equally on four sides

[@dr.buddhadebbhattacharjee1466]

Very helpful and effective. Many Many thanks

[@sudarshannikam5243]

Thanks Mam, Why did u calculate only Mux/Mux1 (permissible) value from graph - 64 and why dint u calculate Muy/Muy1(permissible). Is it because of max applied moment Mux=120 kN- M compare to Muy=90 kN-m ? Please Reply.

[@ENGINEERkaGarage]

how u calculated
Asc=3140mm
please explain

[@harishjoshi1139]

I followed your procedure but for different values of Pu, Mux and Muy the ASc is still coming same. I don't know if it's correct

[@munishgarg8901]

Nice Videos. Very Helpful !!!

[@shubhamsharma462]

Appreciate your efforts, nice video for learning. But I think 1.2% is high and it can be reduced. Instead of assuming any high value why not calculate required percentage as per charts in Sp16 you had already mentioned?

[@rajkumar-bd7yj]

Very nice.. Thank u mam.. But I have doubt that... If step 9 not satisfies with permissible value then what to do???

[@rajendrayeole2670]

How to design laterally loaded column manually? Please explain Madam

[@zadiqueayoob1322]

How will get Mux and Muy

[@mkdesigngroup4788]

Very very helpfull mam

[@克拉不啊]

Good

[@brahmaanandam8508]

I got Mux/Mux1=1.95and Muy/Muy1=2.28 now how can I see chart 64

[@nomansaif6126]

how are we taking value muX and muy

[@cwillstructures]

Sir, to understand that you can watch this (link below) video series and you can have better idea how to find Mux and Muy.
th-cam.com/video/5hbZE08OguE/w-d-xo.html

[@greenghost5271]

Mam mistakenly dislike button was pressed .I'm extremely sorry n ur session is excellent

[@rahulshah1098]

Very good

[@halalmeatshophk]

05:25, , 14:00

[@satyamdhruwa911]

👍👍👍👍👍

[@dhanishvlog6595]

Ur great madam... pls design 10000sq feet or 5 story building

[@riteshbadhani2625]

thanks

[@afzalandthedreams]

Maathod!!!

[@shabajkhan1916]

Ma'am please correction your channel name.. CIVIL STRUCTURE.👍

[@cwillstructures]

Sure. Thank you 😌

[@riteshbadhani2625]

whats you name maam?

[@nithinms2704]

You made a mistake in this problem