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
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
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.
Dil jeet liya apne..bahut accha s chizo ko consolidate kr k bataaya.
Excellent way of explanation /teaching, god bless you mam ✌️✌️
Mam I have followed ur all videos and excellent concept
Thankyou ma'am bhot bdiya vdos hai aapkey ...very well explained .... feeling grateful 🤗🌼👌👌
Please correct Slenderness ratio. It should be Leff / least lateral dimension.
thank u mam plz upload videos on columns, where are placed axial, uniaxial and biaxial columns on building plans.
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
For eccentricity calculation
Emax=0.05 × 300 = 15mm < Emin=20mm
How is this maam
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
Mam in this question Mux is less then Mux mini then how can u designed it for uniaxial bending .........plz reply
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 u got e formula can u please tell pgno urgent!!
Madam can you please tell any book suggestion for more practice ownself.
Great work mam🙏😊😊😊tnku so much
How to calculate moment ..if not given...
ever found this out?
Thanks a lot.. Keep Updating your knowledge.
Mam why can't you explain uni axially loaded column as per is 456:2000cide book
It is silent in the problem that whether the applied moment is about major axis or minor axis.
Nice Mam
Madam
Please show some practical i mean real structure
Madam whenever you refer Code please give the clause number
Please can you give the link of Graphs Pdf
Thank u..
How to decide the dimension of column ?.... Anyone can explain it ?.,... Everyone explain the example but no one explain how to find dimension....
Thanks mama
Mam How to calculate Moment
ever found this out?
Maim ye moment kaise nikala jata hai
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.
Very good and simple explanation but these adds are total shit.
1-2 adds are ok