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
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.
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.
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.
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!
Enjoyed the tutorial and was very practical
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.
You are welcome!
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.
Excellent Sir...very proper video
Thanks, Keep watching.
Thank you sir for your tutorial. But i want pile reinforcement detailing tutorial.
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
Thank you and may allah returns all of ur efforts
Brother , also include excel file so that we can look applied equations
What is the difference between ETABS and SAFE if ETABS can model everything we need (e.g. pile cap, flat slab)?
Very Informative... Thanks...
My pleasure
Sir, can I get the excel sheet, please?
thank you so much for this tutorialربي يجزيك خير
Wc
What is fhe stiffness modifier of pilecap? Use 0.35 as same as beam or we dont need to cracked pilecap.
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
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
Do you insert kv at the beginning and end of the pile?
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.
Just amazing !!! May Allah bless you. How can i get the excel file?
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.
Allahu akbar..
Jazakalloh khair bhay
Boss the value of Kh & Kv, is it in kN/mm? Because in ETABS it is kN/m. Thanks.
Hi Mr. DECODE BD,
Could you please share the excel file with us?
thank you so much for this tutorial
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?
Did you assigned Kv at top and bottom of the pile?
Need your excel sheet for pile can you provide?
great video
Vaiya, can you provide any reference for calculation of spring constants?
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?
Can u share your excel spread sheet(i use it in study purpose only)?
بارك الله فيك
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.
can anyone guide me about ( in realistic analysis soil is _________ hinge , spring or roller ?)
According which code
Sir make videos of API program in Etabs
Will try
Sir, can you share the excel file, plz?
need excel sheet sir...would u kindly give the link plz..............??
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.
very nice tutorial.Thank you.. How about the design of bored pile? do you have video also?
Wc
Please formula for the number of pile required on the sheet
Can I get the excel sheet
May i have this excel sheet , please ?
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.
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!
i need etab 2016 licence error problem plz help me anyone
Sir are you from,
pls show the measurements in metre scale its difficult to understand the feet and inches scale
why translation to arabic not found when vidio downloaded ..sad
Can Share Excel file bro ?
Can you give me this file excel ?
Please share microsoft excel file
please any one give etabs letast etabs software with detailing ribbon
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 please
Please sir provide the excel sheet
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.
Please share microsoft excel file