Design Of Axially Loaded Column| Civil Engineering|

In this video explanation is given for the design RCC Axially loaded short column with solution of an example with reinforcement in the column.
#designofcolumn
#rcccolumn
#slendernessratio
#minimumeccentricity
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[@mdubedhasmi8115]

U r serving this country by giving such a wonderful lecture

[@shreekunjpatel99]

I found god You described each and every single word. Great word ❤️

[@shashankgiri248]

Thank you so much. Best channel for RCC on KZbin, really helpful for preparing one day before exam 😂😊❤️

[@civilenggtech]

This topic so helpful for fresher as well as students

[@reshudavane1741]

Ma'am I like to see your technical videos and I appreciate the way you explain everything in detail. I request you to design one full building .

[@fistonndongalo139]

wonderful lecturing . stay blessed mam

[@jeeva5211]

thanks . content really helpful to search code book easily and presentation so good.

[@oneilramsingh9596]

Also consider doing a video on design calculation of ground-beams and strip foundations (foundation) , please!

[@kumarbittu9423]

I have clear my all doubt... Thank you

[@oneilramsingh9596]

Thanks! Hope you can do a pile design including column load onto pile cap and down to pile. Keep up the excellent work of sharing knowledge!

[@oneilramsingh9596]

Also, need to do some autocad drawings of section details and foundations etc. Thanks!

[@coolawesomevideos281]

Good morning. Is 1.5 constant in multiplying factored load?

[@MP-ug8up]

Thank you so much mam, please explain about maximum distance between two columns,if maximum distance crosses then what are the remedies or have to provide tie beam to break length.

[@deepapanneerselvam4618]

Could you different between extra tie and close tie and open tie

[@udayudaykakde4260]

Madam kindly share me name of book that you have referred as this method was very good

[@puneithjain6815]

What I we have two different types of dia bars as longitudinal reinforcement, then which dia we should consider to calculate ties spacing?

[@rishabh6155]

Ma'am according to Cl.26.5.11 of IS 456 In any column that has a larger cross-sectional area than that required to support the load the minimum percentage of steel shall be based upon the area of concrete required to resist the direct stress and not upon the actual area. But why in 2nd problem, you have provided Ast. according to the provided cross section (i.e. 500x500mm)?

[@anjireddy5974]

Hii madam one small doubt doesn't exceed 0.05D kada Mari meeru cheppedhi eccentricity value ekkuva vastumdhi kada enti

[@deepapanneerselvam4618]

Mam good job

[@reshudavane1741]

I saw a long column design and I am unable to understand how the moments at top and bottom of column is calculated? Pls explain effective length of long column along x and y axis

[@user-dr3hm9js1v]

❤

[@gauravpatil8027]

What if L is not effective is not mentioned in when size of column is not given

[@kenpatel8526]

why we are not taking care of area of rings for calculating net area of concrate?

[@shaikhshujat3643]

while finding out centre to centre spacing of longitudinal bars you have not deducted dia of bars from either side... plz correct it

[@shohel1718]

what is 500&30 if i want to go with fit, inc and kips then how i use this all formula

[@shaileshbisht2758]

Mam long coloun ki design short coloumn se alag hoti hai ky?

[@HGxVENOM2210]

How does asc comes to 2238.3 mine is coming 4.5596 X 10^-3

[@jayeshsadavare8691]

Mam on site the spacing is lower than 200mm how ?

[@ankitguptabgs]

when we have to provide open ties ??

[@Vikas-kf5ys]

As your video is good please can you make video on design of double reinforced beam as per IS456 2000?

[@cwillstructures]

Sure soon

[@Vikas-kf5ys]

@@cwillstructuresthanks for reply can you please provide video before exam 😊

[@leelikar8726]

Please say clearly BAR diameter thankyou

[@mdwasifcivil16veltechchenn94]

mam, how to assume pt as 1.2%. In which criteria should we assume, whether according to load or length of column??? Plz clearify

[@cwillstructures]

If you refer the video link below kzbin.info/www/bejne/aIeliGdmq6-dp6c It is rule by IS:456-2000, pt values should not be less than 0.8% and not more than 6%. We can assume any value between them and check the design.By practice you can get Idea which will safe.

[@manojmc1234]

can you please make a design of flat slabs?

[@civilenggtech]

Yes why now but soon

[@shubhamkamde2257]

Can u make video on stairs case design mam

[@cwillstructures]

kzbin.info/www/bejne/gYGzkJWslK-Fh8U You can watch this video tutorial

[@DS-4OFFICIAL]

Yr Hindi bhi bta diya kro

[@anjireddy5974]

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