Hello, Humayun Bhai. This is a very insightful video. However, I would like to know pile spring calculations or at least a reference where I can find it.
Brother is there any way to assign point spring as compression only because here in Etabs i have not seen anything like safe to define this as compression only.
The piles should be In ground floor if no basement and if there's basement the piles should be in basement floor as the slab is common in ground floor and basement for the pilecap
Hello, great video. I would like to ask something. If you couldn't assume Kh as 10% of the vertical spring, how can I correctly calculate this Kh. I hope you can clarify my doubts!
If 2 pile cap overlaps then provide combined pile cap. For example, 1 pile cap having 4 piles & another pile cap having 3 Piles, if they overlap then provide a Pile Cap of 7 piles.
Thank you very much
I am one of people who learn and get knowledge from you and thank you again .
Thank you very much for your helpful ETABS Tutorial. All the best.
Assalamualikum.i am a flower of u.you are doing very good job for us .it is very helpful.pls keep it up.may allah bless you.thank you
MANY THANKS. BUT I NOTICE THAT YOU PUT THE SPRIN VALUES IN KN/m.l since it's calculate by excel sheet in KN/mm.l
Yaa true I noticed that.
Thank you sir for your tutorial. But i want pile reinforcement detailing tutorial.
Excellent Sir...very proper video
Thanks, Keep watching.
Brother , also include excel file so that we can look applied equations
Thank you and may allah returns all of ur efforts
What is the difference between ETABS and SAFE if ETABS can model everything we need (e.g. pile cap, flat slab)?
Why is there top reinforcement at pile cap top face??? I mean bottom should be required there but top for which force....if it's just distribution
What is fhe stiffness modifier of pilecap? Use 0.35 as same as beam or we dont need to cracked pilecap.
Boss the value of Kh & Kv, is it in kN/mm? Because in ETABS it is kN/m. Thanks.
Very Informative... Thanks...
My pleasure
Sir, It is a request to you to make a tutorial on the Laterally loaded pile, shore pile, and earthquake resisting pile designed in ETABS software.
thank you so much for this tutorialربي يجزيك خير
Wc
Do you insert kv at the beginning and end of the pile?
Sir, can I get the excel sheet, please?
Just amazing !!! May Allah bless you. How can i get the excel file?
Hello, Humayun Bhai. This is a very insightful video. However, I would like to know pile spring calculations or at least a reference where I can find it.
get the calculation?
Allahu akbar..
Jazakalloh khair bhay
Brother is there any way to assign point spring as compression only because here in Etabs i have not seen anything like safe to define this as compression only.
Did you assigned Kv at top and bottom of the pile?
Hi Mr. DECODE BD,
Could you please share the excel file with us?
The piles should be In ground floor if no basement and if there's basement the piles should be in basement floor as the slab is common in ground floor and basement for the pilecap
great video
thank you so much for this tutorial
Vaiya, can you provide any reference for calculation of spring constants?
Can u share your excel spread sheet(i use it in study purpose only)?
بارك الله فيك
Need your excel sheet for pile can you provide?
Hello, great video. I
would like to ask something. If you couldn't assume Kh as 10% of the vertical spring, how can I correctly calculate this Kh.
I hope you can clarify my doubts!
And also, Why do I have to consider a Kv right in the intersection between pile cap and the piles top. Not only in the pile's base.
Thanks again!
here you have calculated spring value in kN/mm but assigned in kN/m, would you please explain??
Check in the description, correction given in this regard.
very nice tutorial.Thank you.. How about the design of bored pile? do you have video also?
Wc
Sir make videos of API program in Etabs
Will try
you have big mistake dear .you put values for kh and kv in kn/m same values in kn/mm that meaninig you must put 66000kn/m NOT 66.6KN/m. plz correct it
Yes, Thanks for the correction. Unconsciously I forgot change the unit.
can anyone guide me about ( in realistic analysis soil is _________ hinge , spring or roller ?)
it's better to define the rotation about x and y by kn.mm
ad approximately equal to (9800) rather than translator about x and y
Yes. There are lots of better way to do it more precisely.
Hi Mr. Amer,
May I know how do you calculate it as a rotation about x and y?
দুইটি পাইল ক্যাপ ওভারল্যাপ করলে কিভাবে ডিজাইন করা হয়?
স্যার, এইটার জন্য একটা টিউটোরিয়াল দিলে খুব উপকৃত হতাম।
If 2 pile cap overlaps then provide combined pile cap. For example, 1 pile cap having 4 piles & another pile cap having 3 Piles, if they overlap then provide a Pile Cap of 7 piles.
Please formula for the number of pile required on the sheet
Sir, can you share the excel file, plz?
According which code
Please share microsoft excel file
need excel sheet sir...would u kindly give the link plz..............??
pls show the measurements in metre scale its difficult to understand the feet and inches scale
Can Share Excel file bro ?
Sir are you from,
Can I get the excel sheet
i need etab 2016 licence error problem plz help me anyone
why translation to arabic not found when vidio downloaded ..sad
May i have this excel sheet , please ?
please any one give etabs letast etabs software with detailing ribbon
Excel sheet please
Can you give me this file excel ?
Please sir provide the excel sheet
What does NC means in slab design?
Not Calculated. Where it's not applicable to check Punching shear there it shows N/C.
excel sheet ples
excel file please
Check in resource page of the website www.decode-bd.com
@@Decodebd not found file
Thank you very much for your helpful ETABS Tutorial. All the best.
You are welcome!
Please share microsoft excel file