Design of Uni-axially Loaded Column| Solved example|
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- čas přidán 9. 09. 2024
- WHEN A COLUMN IS SUBJECTED TO
(i) EITHER COMBINED AXIAL COMPRESSION (P) AND MOMENT (M)
(ii) ONLY AXIAL LOAD (P) APPLIED AT AN ECENTRICITY e=(M/P)
SO THAT THE COLUMN IS TRYING TO BEND ABOUT ONLY ONE AXES OF THE COLUMN CROSS SECTION IS KNOWN AS UNIAXIALLY LOADED COLUMN.
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#howtodesignuniaxiallyloadedcolum
#momentincolumn
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Dil jeet liya apne..bahut accha s chizo ko consolidate kr k bataaya.
Excellent way of explanation /teaching, god bless you mam ✌️✌️
Please correct Slenderness ratio. It should be Leff / least lateral dimension.
Mam I have followed ur all videos and excellent concept
Thankyou ma'am bhot bdiya vdos hai aapkey ...very well explained .... feeling grateful 🤗🌼👌👌
Great work mam🙏😊😊😊tnku so much
thank u mam plz upload videos on columns, where are placed axial, uniaxial and biaxial columns on building plans.
Thanks, keep up the excellent work of sharing knowledge. Hope to see a pile foundation and pile cap design calculation very soon. God Bless!
Thank you.
Sure I will try
How to calculate moment ..if not given...
ever found this out?
Thanks a lot.. Keep Updating your knowledge.
For eccentricity calculation
Emax=0.05 × 300 = 15mm < Emin=20mm
How is this maam
Madam excellent class.
Any thing on lintels designed for heavy sunshade. Ie torsion
How will you ensure it is stable. How will you ensure counter weight
Thank u..
Nice Mam
hello mam
In reinforcement on 4 faces of the column, you provide close stirrups, but the spacing of the two edge bars is less than 48#.
so mam is there any reason that you provide close stirrups.
and mam your teaching method is very fabulous, keep going 😊, best wishes
Thanks mama
Mam why can't you explain uni axially loaded column as per is 456:2000cide book
Mam in this question Mux is less then Mux mini then how can u designed it for uniaxial bending .........plz reply
Madam can you please tell any book suggestion for more practice ownself.
It is silent in the problem that whether the applied moment is about major axis or minor axis.
Madam
Please show some practical i mean real structure
Very good and simple explanation but these adds are total shit.
1-2 adds are ok
Madam whenever you refer Code please give the clause number
How to decide the dimension of column ?.... Anyone can explain it ?.,... Everyone explain the example but no one explain how to find dimension....
I really don't understand what is the purpose of finding e.minimum. It was less than 20mm in minor axis but it didn't affect the overall analysis. Why?
I really want to know what difference it makes if the e.min is less than 20mm.
This e.min idea is flawed and doesn't effectively serve any kind of purpose in any analysis i have seen so far on youtube.
Please can you give the link of Graphs Pdf
Maim ye moment kaise nikala jata hai
Mam How to calculate Moment
ever found this out?
How u got e formula can u please tell pgno urgent!!