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.
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
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)?
If you refer the video link below th-cam.com/video/2VBW40vJjqE/w-d-xo.html 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.
U r serving this country by giving such a wonderful lecture
Thank you so much. Best channel for RCC on TH-cam, really helpful for preparing one day before exam 😂😊❤️
This topic so helpful for fresher as well as students
I found god
You described each and every single word. Great word ❤️
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 .
wonderful lecturing . stay blessed mam
thanks . content really helpful to search code book easily and presentation so good.
I have clear my all doubt... Thank you
Also consider doing a video on design calculation of ground-beams and strip foundations (foundation) , please!
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!
Good morning. Is 1.5 constant in multiplying factored load?
Also, need to do some autocad drawings of section details and foundations etc. Thanks!
What I we have two different types of dia bars as longitudinal reinforcement, then which dia we should consider to calculate ties spacing?
Could you different between extra tie and close tie and open tie
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.
what is 500&30 if i want to go with fit, inc and kips then how i use this all formula
Madam kindly share me name of book that you have referred as this method was very good
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
why we are not taking care of area of rings for calculating net area of concrate?
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)?
Hii madam one small doubt doesn't exceed 0.05D kada Mari meeru cheppedhi eccentricity value ekkuva vastumdhi kada enti
while finding out centre to centre spacing of longitudinal bars you have not deducted dia of bars from either side... plz correct it
What if L is not effective is not mentioned in when size of column is not given
Mam good job
Mam long coloun ki design short coloumn se alag hoti hai ky?
Mam on site the spacing is lower than 200mm how ?
How does asc comes to 2238.3 mine is coming 4.5596 X 10^-3
mam, how to assume pt as 1.2%. In which criteria should we assume, whether according to load or length of column??? Plz clearify
If you refer the video link below th-cam.com/video/2VBW40vJjqE/w-d-xo.html
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.
when we have to provide open ties ??
As your video is good please can you make video on design of double reinforced beam as per IS456 2000?
Sure soon
@@cwillstructuresthanks for reply can you please provide video before exam 😊
can you please make a design of flat slabs?
Yes why now but soon
❤
Please say clearly BAR diameter thankyou
Can u make video on stairs case design mam
th-cam.com/video/KPP_bv_JRQc/w-d-xo.html
You can watch this video tutorial
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Pu is axial load on condom 🙃