Sir, is it okay to provide isolated footing below 4 m if soil report says so. In that case, the column below ground will be almost 4m straight until the plinth beam. Is it okay as I have never encountered with a 4 m deep isolated footing ?
It will be ok but design the col for that effective length or provide ties. Also check the soil report and see if Pile may be economical. Also retaining 4m deep excavation is a point of consideration Decisions will be based on that Whats your real name. Can only see your YT name 🙂Are you in my group?
Sir, you are trying to tell that the size 2X2 m should not be exceeded and that many more number of columns should be provided so that the axial load is less than 1620kN?
Am not trying to say . I said that :-)) 1620 is a higher load. You cannot even reach there. Approximately 2mx2mx180 = 720KN is what you can have to limit the footing sixe to 2m. Yes the soft soil below should not be subjected to load and that can be achieved only by restricting the width to 2m. You can have other means like combining and forming a strip footing with width less than 2m
Hi, Please check out my mentoring programs. You can submit your contact details at www.civilera.com/contact-us Mention that you had commented here. I will personally guide you with next steps
You teach the well ,always tells important things ,keep doing Sir .
Thank you, I will. Are you in my groups?
Sir, is it okay to provide isolated footing below 4 m if soil report says so. In that case, the column below ground will be almost 4m straight until the plinth beam. Is it okay as I have never encountered with a 4 m deep isolated footing ?
It will be ok but design the col for that effective length or provide ties. Also check the soil report and see if Pile may be economical. Also retaining 4m deep excavation is a point of consideration
Decisions will be based on that
Whats your real name. Can only see your YT name 🙂Are you in my group?
where is the blog pl ?
www.civilera.com/blog
is it possible to reduce the size of the footing from 2 m here in the video @ time 1145 minute
We have already discussed on whatsapp
I would really like to use the report for reference how can I get it!?
Contact me on www.civilera.com/contact-us
what do you do by the way
Thanks for detailed explanation sir
No problem Raihan. Glad that you learnt from it :-)
kindly share the report
done
Sir, you are trying to tell that the size 2X2 m should not be exceeded and that many more number of columns should be provided so that the axial load is less than 1620kN?
Am not trying to say . I said that :-)) 1620 is a higher load. You cannot even reach there. Approximately 2mx2mx180 = 720KN is what you can have to limit the footing sixe to 2m.
Yes the soft soil below should not be subjected to load and that can be achieved only by restricting the width to 2m. You can have other means like combining and forming a strip footing with width less than 2m
Thank you Sir a ton!
Please do more of such videos.
sure :-) Glad that you liked it
good informative video. could you please share this Soil Report ?
email me
Sir, kindly share the link of your blog.
www.civilera.com/blog
Very nicely explained 👍🏻👍🏻👍🏻
Thank you for your comment and happy that you liked the explanation :-)
Superb explanation sir 👍
Thanks Nilesh for you comment. Nice to know you liked it
Good morning to you. Please I will like to have this report for reference purpose
Please email me at premjit@civilera.co
Sir, how can access your pdf
What is your name. What do you do?
@@CIVILERABangalore I am a student👦📖🎒 , tomorrow is my presentation on soil machines
@@Updatedknowledge9 I asked you name.
Tell me that + Your email. WA number and the college.
That was really interesting.
Nice to know you liked the video :-)
please can i get the pdf of the document
Which document you are refering? Please email me
The first report u explained
Sir can I get this report for reading purpose..
Please write to me at premjit@civilera.co
I will send across
Sir, do you teach all these in your courses also, that are available on your website ?
Yes I do have mentoring programmes. You can get in touch with me on whatsapp or mail
91-9886141883 or contact@civilera.com
Thanks this was informative
Nice to know that 🙂
How much does a soil test report cost?
It depends on a variety of things including your country, kind of exploration needed, size of the project and so on
nice, where i can get the pdf
email me
Prem Sir, beautifully done.
Keep up the good work, obliged🥰
Thanks Waseem for your comment 🙂 Nice to know you liked it.
Clear explanation, can you send this file plz
Nice to know. Which file. You can always see the video here
Whre I get this pdf
email me at premjit@civilera.com stating what you exactly want
Sir please help me how to become a proper structure engineer
Hi, Please check out my mentoring programs. You can submit your contact details at www.civilera.com/contact-us
Mention that you had commented here. I will personally guide you with next steps
Hi I will like the report
Please email me
Excellent explanation. May you be blessed
Thank you. And you too stay blessed
Please sir your email
premjit@civilera.co (.co and not .com)
Thanks