DESIGN OF PILE CAP WITH PILE IN ETABS

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  • Опубліковано 23 гру 2024

КОМЕНТАРІ • 92

  • @abdallahothman717
    @abdallahothman717 3 роки тому +1

    Thank you very much
    I am one of people who learn and get knowledge from you and thank you again .

  • @showmitrabarua2555
    @showmitrabarua2555 Рік тому

    Thank you very much for your helpful ETABS Tutorial. All the best.

  • @SaulMartinez-c7k
    @SaulMartinez-c7k Місяць тому

    Enjoyed the tutorial and was very practical

  • @arifuzzamanmithu7160
    @arifuzzamanmithu7160 5 років тому

    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

  • @mdtariqulislam2795
    @mdtariqulislam2795 5 років тому

    Thank you and may allah returns all of ur efforts

  • @krishnakantkarekar7760
    @krishnakantkarekar7760 Рік тому

    Excellent Sir...very proper video

    • @Decodebd
      @Decodebd  Рік тому

      Thanks, Keep watching.

  • @engayedalayed7004
    @engayedalayed7004 3 роки тому +6

    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

  • @fillbertnjoko7875
    @fillbertnjoko7875 2 роки тому +2

    What is the difference between ETABS and SAFE if ETABS can model everything we need (e.g. pile cap, flat slab)?

  • @mehedihassanuzzal5516
    @mehedihassanuzzal5516 4 роки тому +6

    Sir, can I get the excel sheet, please?

  • @erzahidahmad8314
    @erzahidahmad8314 3 роки тому +1

    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

  • @nikkorianto2700
    @nikkorianto2700 Рік тому

    What is fhe stiffness modifier of pilecap? Use 0.35 as same as beam or we dont need to cracked pilecap.

  • @azmat_waseem
    @azmat_waseem 3 роки тому

    Very Informative... Thanks...

  • @carlosrobles2002
    @carlosrobles2002 Рік тому

    Do you insert kv at the beginning and end of the pile?

  • @mdtariqulislam2795
    @mdtariqulislam2795 5 років тому +8

    Brother , also include excel file so that we can look applied equations

  • @fatmabela5570
    @fatmabela5570 4 роки тому

    thank you so much for this tutorialربي يجزيك خير

  • @abdulaowal6918
    @abdulaowal6918 4 місяці тому

    Thank you sir for your tutorial. But i want pile reinforcement detailing tutorial.

  • @sulaimanleman6646
    @sulaimanleman6646 5 років тому

    Allahu akbar..
    Jazakalloh khair bhay

  • @basicrevit
    @basicrevit 11 місяців тому

    Boss the value of Kh & Kv, is it in kN/mm? Because in ETABS it is kN/m. Thanks.

  • @guitarplayengineer7935
    @guitarplayengineer7935 3 роки тому

    Did you assigned Kv at top and bottom of the pile?

  • @mohammedeliashossain4947
    @mohammedeliashossain4947 4 роки тому

    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.

  • @engrkaribul
    @engrkaribul 4 роки тому +1

    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.

  • @civilengineeringplatform1368
    @civilengineeringplatform1368 5 років тому

    thank you so much for this tutorial

  • @nermeenfakhoury3960
    @nermeenfakhoury3960 3 роки тому +2

    Hi Mr. DECODE BD,
    Could you please share the excel file with us?

  • @kkb3091
    @kkb3091 5 років тому +2

    Vaiya, can you provide any reference for calculation of spring constants?

  • @mogaliess
    @mogaliess 5 років тому

    بارك الله فيك

  • @VikramSingh-dx4oe
    @VikramSingh-dx4oe 6 місяців тому

    Need your excel sheet for pile can you provide?

  • @khalidztr1343
    @khalidztr1343 3 місяці тому

    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

  • @mostafaelbaroudy471
    @mostafaelbaroudy471 5 років тому

    great video

  • @abdulmomin9360
    @abdulmomin9360 5 років тому

    here you have calculated spring value in kN/mm but assigned in kN/m, would you please explain??

    • @Decodebd
      @Decodebd  5 років тому

      Check in the description, correction given in this regard.

  • @HOWTOEngineering
    @HOWTOEngineering 2 роки тому

    Can u share your excel spread sheet(i use it in study purpose only)?

  • @atiqurrahman8730
    @atiqurrahman8730 5 років тому +1

    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.

  • @codkhan813
    @codkhan813 4 роки тому

    can anyone guide me about ( in realistic analysis soil is _________ hinge , spring or roller ?)

  • @nafissadik.ce1344
    @nafissadik.ce1344 2 роки тому

    Just amazing !!! May Allah bless you. How can i get the excel file?

  • @civilEngineering1145
    @civilEngineering1145 5 років тому

    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

    • @Decodebd
      @Decodebd  5 років тому +1

      Yes. There are lots of better way to do it more precisely.

    • @nermeenfakhoury3960
      @nermeenfakhoury3960 3 роки тому

      Hi Mr. Amer,
      May I know how do you calculate it as a rotation about x and y?

  • @djamilahad9179
    @djamilahad9179 4 роки тому

    According which code

  • @engrkaribul
    @engrkaribul 5 років тому +1

    Sir, can you share the excel file, plz?

  • @MostafaAhmed-nt2ws
    @MostafaAhmed-nt2ws 3 роки тому

    why translation to arabic not found when vidio downloaded ..sad

  • @katherineoriettyhernandezm6730
    @katherineoriettyhernandezm6730 4 роки тому +1

    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!

    • @katherineoriettyhernandezm6730
      @katherineoriettyhernandezm6730 4 роки тому

      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!

  • @allenmascot3222
    @allenmascot3222 5 років тому

    Please formula for the number of pile required on the sheet

  • @KhurshidAlam-ny1xw
    @KhurshidAlam-ny1xw 5 років тому

    Sir are you from,

  • @mohammedabdlaty3564
    @mohammedabdlaty3564 5 років тому +2

    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

    • @Decodebd
      @Decodebd  5 років тому +5

      Yes, Thanks for the correction. Unconsciously I forgot change the unit.

  • @aaengineeringconstruction74
    @aaengineeringconstruction74 3 роки тому

    i need etab 2016 licence error problem plz help me anyone

  • @farcryrana9327
    @farcryrana9327 5 років тому

    need excel sheet sir...would u kindly give the link plz..............??

  • @modylil-somr1074
    @modylil-somr1074 5 років тому

    May i have this excel sheet , please ?

  • @tanmoykhan3417
    @tanmoykhan3417 Рік тому

    Can I get the excel sheet

  • @joe31121
    @joe31121 5 років тому +1

    Sir make videos of API program in Etabs

  • @dannycrisbalace1472
    @dannycrisbalace1472 5 років тому

    very nice tutorial.Thank you.. How about the design of bored pile? do you have video also?

  • @krishneelram
    @krishneelram 5 років тому

    What does NC means in slab design?

    • @Decodebd
      @Decodebd  5 років тому +1

      Not Calculated. Where it's not applicable to check Punching shear there it shows N/C.

  • @cesolutionstructuralengine6538
    @cesolutionstructuralengine6538 5 років тому

    Can you give me this file excel ?

  • @sufiyannagarji6935
    @sufiyannagarji6935 5 років тому

    pls show the measurements in metre scale its difficult to understand the feet and inches scale

  • @sokunvirak7215
    @sokunvirak7215 4 роки тому +1

    Can Share Excel file bro ?

  • @md.ahashanhabib2863
    @md.ahashanhabib2863 3 роки тому

    please any one give etabs letast etabs software with detailing ribbon

  • @vaibhavkothari5175
    @vaibhavkothari5175 5 років тому +1

    Please share microsoft excel file

  • @stephenjoseph7899
    @stephenjoseph7899 5 років тому +1

    Excel sheet please

  • @LWMiraz
    @LWMiraz 5 років тому

    দুইটি পাইল ক্যাপ ওভারল্যাপ করলে কিভাবে ডিজাইন করা হয়?
    স্যার, এইটার জন্য একটা টিউটোরিয়াল দিলে খুব উপকৃত হতাম।

    • @Decodebd
      @Decodebd  5 років тому +4

      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.

  • @khansher7904
    @khansher7904 3 роки тому

    Please sir provide the excel sheet

  • @frsaj7396
    @frsaj7396 5 років тому

    excel sheet ples

  • @mohamedtahaa2893
    @mohamedtahaa2893 2 роки тому

    excel file please

    • @Decodebd
      @Decodebd  2 роки тому

      Check in resource page of the website www.decode-bd.com

    • @mohamedtahaa2893
      @mohamedtahaa2893 2 роки тому

      @@Decodebd not found file

  • @KhalidAhmed-j9m
    @KhalidAhmed-j9m Рік тому

    Thank you very much for your helpful ETABS Tutorial. All the best.

  • @abdelmohsenghoneimy689
    @abdelmohsenghoneimy689 5 років тому +2

    Please share microsoft excel file