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

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cwill structures

cwill structures

Күн бұрын

In this video example is solved for design of Bi-axially Loaded RCC column using IS:456-2000 and SP-16 charts.
Also how to use Chart-63 and 64 of SP-16.
Basic Rules for the Design Of RC Column:
• Basic Rules for the De...
Design Of Axially Loaded Column:
• Design Of Axially Load...
How to Use SP-16 bending Charts for Design of Uni- axial and Bi-axial Column?: • How to Use SP-16 bendi...
Design of Uni-axially Loaded Column:
• Design of Uni-axially ...
Design of Bi-axially Loaded Column|Solved Example-Method-2:
• Design of Bi-axially L...
#biaxialbendingcolumn
#designofbiaxialloadcolumn
#designofcolumn
#solvedexmple
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Пікірлер: 36
@faizankamal6844
@faizankamal6844 4 жыл бұрын
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
@forjulislam648 3 жыл бұрын
It helped me a lot . I have so much of confusion but now i m out of all those confusion. Thanks a alot maam
@abhisheksen325
@abhisheksen325 4 жыл бұрын
madam please make a video about the load calculation of a steel building . thank you
@abhisheksen325
@abhisheksen325 4 жыл бұрын
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.
@dr.buddhadebbhattacharjee1466
@dr.buddhadebbhattacharjee1466 3 жыл бұрын
Very helpful and effective. Many Many thanks
@VishalPatil-by4dt
@VishalPatil-by4dt 4 жыл бұрын
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....
@lalremruata544
@lalremruata544 2 жыл бұрын
Is this same as design of bixial bending?.
@munishgarg8901
@munishgarg8901 4 жыл бұрын
Nice Videos. Very Helpful !!!
@mkdesigngroup4788
@mkdesigngroup4788 3 жыл бұрын
Very very helpfull mam
@kethavathpraveenrathod3138
@kethavathpraveenrathod3138 3 жыл бұрын
how to provide 10 bars equally on four sides
@shubhamsharma462
@shubhamsharma462 Жыл бұрын
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?
@hemabhargavikotha839
@hemabhargavikotha839 3 жыл бұрын
Could you please tell me the conditions for uniaxial and biaxial loading in case of square or circular column?
@mithiyaz991
@mithiyaz991 3 жыл бұрын
Design of lateral ties ? Where have you discussed it before?
@cwillstructures
@cwillstructures 3 жыл бұрын
kzbin.info/www/bejne/j2LQn5ljrN6op6s You can find it in the video link given above.
@rahulshah1098
@rahulshah1098 4 жыл бұрын
Very good
@cadm-benzbuft21
@cadm-benzbuft21 Жыл бұрын
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..
@sudarshannikam5243
@sudarshannikam5243 Жыл бұрын
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.
@PankajSingh-me4th
@PankajSingh-me4th Жыл бұрын
Good
@rajkumar-bd7yj
@rajkumar-bd7yj 4 жыл бұрын
Very nice.. Thank u mam.. But I have doubt that... If step 9 not satisfies with permissible value then what to do???
@harishjoshi1139
@harishjoshi1139 2 жыл бұрын
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
@riteshbadhani2625
@riteshbadhani2625 4 жыл бұрын
thanks
@greenghost5271
@greenghost5271 2 жыл бұрын
Mam mistakenly dislike button was pressed .I'm extremely sorry n ur session is excellent
@ENGINEERkaGarage
@ENGINEERkaGarage 3 жыл бұрын
how u calculated Asc=3140mm please explain
@rajendrayeole2670
@rajendrayeole2670 3 жыл бұрын
How to design laterally loaded column manually? Please explain Madam
@ThatDudeUKChronicles
@ThatDudeUKChronicles 4 жыл бұрын
Maathod!!!
@brahmaanandam8508
@brahmaanandam8508 2 жыл бұрын
I got Mux/Mux1=1.95and Muy/Muy1=2.28 now how can I see chart 64
@zadiqueayoob1322
@zadiqueayoob1322 4 жыл бұрын
How will get Mux and Muy
@satyamdhruwa911
@satyamdhruwa911 4 жыл бұрын
👍👍👍👍👍
@shabajkhan1916
@shabajkhan1916 3 жыл бұрын
Ma'am please correction your channel name.. CIVIL STRUCTURE.👍
@cwillstructures
@cwillstructures 3 жыл бұрын
Sure. Thank you 😌
@nomansaif6126
@nomansaif6126 4 жыл бұрын
how are we taking value muX and muy
@cwillstructures
@cwillstructures 4 жыл бұрын
Sir, to understand that you can watch this (link below) video series and you can have better idea how to find Mux and Muy. kzbin.info/www/bejne/a5nFi3hmbbSaq6c
@halalmeatshophk
@halalmeatshophk Жыл бұрын
05:25, , 14:00
@dhanishvlog6595
@dhanishvlog6595 4 жыл бұрын
Ur great madam... pls design 10000sq feet or 5 story building
@riteshbadhani2625
@riteshbadhani2625 4 жыл бұрын
whats you name maam?
@nithinms2704
@nithinms2704 2 жыл бұрын
You made a mistake in this problem
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