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CSI SAFE - 23 Pile Cap design 

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Attachment of Excel Sheets
1- Pile Cap Design Calculations for CSI SAFE
civilmdc.com/2020/03/09/pile-...
2-Pile Capacity Analysis Software
civilmdc.com/2020/03/09/pile-...
Details for Pile Cap design
A pile cap is one of the types of foundation that consist of a thick concrete pad that is usually supported by piles. This is commonly used in building foundations with the geographical locations having a very low soil bearing capacity. Pile cap serves to transmit the load of the building into the hard strata of the soil via a pile or group of piles. Design-wise, the pile cap design uses a truss system principle that can be designed using a strut and tie method. Designing a pile cap seems to be complicated because a lot of considerations need to take into account to achieve a safe and sound foundation. These considerations include the proper spacing of each pile, the pile cap thickness and so on. To achieve this can only be done by understanding its design principles and proper detailing of pile caps. The designer’s struggle on pile cap design begins with the consideration of what dimensions or pile cap geometry to assume at first. But knowing the correct pile cap dimensions can be considered as a halfway already in design completion.
In this article, we will be dealing with the standards in determining pile cap geometry and dimensions as well as its design considerations. To make it simple, we will break down our design assumption with the following
1. Recommended Shape and Its Dimensions
The first thing to consider in the pile cap design is to determine the shape of the pile cap to use. The shapes vary according to the number of piles in the pile cap that can be deriving according to the load in a column supporting it. The figure below shows the most common use shapes of the pile cap and the recommended dimensions.
2. Recommended Thickness of Pile Cap
One of the important things to consider in a pile cap design is to determine enough thickness. Pile cap thickness must also be sufficient to meet anchorage-bond length requirements of starter bars and normal punching shear requirements. Here is how to assume the thickness of the pile cap:
If diameter of pile less than 550mm: thickness = 2 x diameter of pile
If diameter of pile greater than 550mm: thickness = 1/3[(8 x diameter of pile)-600]
3. Punching Shear Check
Punching shear along the column perimeter should be satisfied according to the standard codes. Also, punching shear due to piles should also be considered in the design check.
4. Pile Cap Design Approach
There are so many ways to design a pile cap. Technically, it can be designed manually using a principle of strut and tie method. But if you are considering a wide pile cap supported by multiple numbers of piles, computer-generated structural design CSI SAFE software is available to design a massive pile caps.
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30 июл 2024

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Комментарии : 127   
@civilmdc
@civilmdc 5 лет назад
To make a RELATIONSHIP, Don't forget to press the subscribe button with bell icon to get the latest notifications. My channel :) ru-vid.com/show-UCw9kSuR1bTFBmaMEyD_DXvQ
@mohammadmuminulislam6706
@mohammadmuminulislam6706 3 года назад
Thank you. Can you please make tutorials on combined Pile foundation & piled raft foundation?
@mmtcapo
@mmtcapo Год назад
Hi pal. First of all, thank you so much for your awesome videos. I have the next questions for you. I hope that you help me answer them: - In the first excel sheet, Pz take a possitive sign. This means comppression? - Which is the way for incorporate the piles in the model? (not throught springs). - K constant of the springs, does take the soil effect? - Why don't you incorporate the soil subgrade modulus (by assign) in the pile cap slab?
@md.giasuddinchowdhury5196
@md.giasuddinchowdhury5196 4 года назад
Just Excellent, Nothing else, it is that what I looking for.
@civilmdc
@civilmdc 4 года назад
Thanks for your valuable feedback
@lhrete9878
@lhrete9878 3 месяца назад
Thank you very much. Sir. May God Bless you more.
@AsheqElahi
@AsheqElahi 3 года назад
What is the source for "number of piles= 1.15*P......" formula? Code/book reference?
@raeidsuliman456
@raeidsuliman456 2 года назад
Thank you very much, God bless you
@kennyomega8937
@kennyomega8937 Год назад
God bless you sir. Thank you so much
@muhsinyp3439
@muhsinyp3439 2 года назад
Awesome work mahn👍
@Engr_Zeeshan
@Engr_Zeeshan 4 года назад
please guide about the area of steel for piles, how will we design the piles and the piers?
@yaqubtasal
@yaqubtasal Месяц назад
THANKES DEAR BROTHER YOUR LEESON WAS VERY ESSENTIAL FOR US
@civilmdc
@civilmdc Месяц назад
Welcome 🤗
@theplananddesignengineers8354
@theplananddesignengineers8354 3 года назад
Wish you all the best.
@safebuildingplans1760
@safebuildingplans1760 3 года назад
Sir, how to calculate punching shear from piles. in columns we can add column size and software automatically calculate for punching shear. But, how can we give the pile size to do the same?
@meruhakoe
@meruhakoe 4 года назад
thank you so much. you saved me right here.
@civilmdc
@civilmdc 4 года назад
Welcome
@Nonamej3942
@Nonamej3942 3 года назад
How about the shear reinforcement?? If the shear reinforcement is required in slab design display type, but the punching shear is okay (all is < 1), are we still need the shear reinforcement (shear links)?? thanks before
@khairulrohayzi2452
@khairulrohayzi2452 Год назад
Hello Sir. I have question. I already follow your steps but my pile cap is not stable since the spring (pile) not connected to the pile cap (when I right click the point, it shows connection is none). May I know how to solve this problem. Thanks in advance.
@csikhmerengineering1391
@csikhmerengineering1391 4 года назад
hi sir, how about one way shear check & design Pile cap in CSI Safe ?
@mehedihasanasif6958
@mehedihasanasif6958 6 месяцев назад
Do we use same design steps when designing pile cap for more than 1 column? just draw the addition columns ?
@shamsulalamdhaka
@shamsulalamdhaka 2 года назад
Subscribed. Thanks.
@bondrude9307
@bondrude9307 2 года назад
God bless you sir, thank you
@civilmdc
@civilmdc 2 года назад
Welcome 😇
@AliSadk-zl7fb
@AliSadk-zl7fb 3 месяца назад
Thnk you very much
@theara6868
@theara6868 4 года назад
Thanks
@komangerim5297
@komangerim5297 4 года назад
Great video
@civilmdc
@civilmdc 4 года назад
Thanks Erim.
@hartonodjaja
@hartonodjaja 3 года назад
thanks....masters
@omgomase84
@omgomase84 3 года назад
Great...God bless you friend
@civilmdc
@civilmdc 3 года назад
Thank you so much
@m.shaihanayub7179
@m.shaihanayub7179 5 лет назад
Truly helpful. More power to u.
@civilmdc
@civilmdc 5 лет назад
Thank you very much brother.
@akshaytapkir6821
@akshaytapkir6821 Год назад
Why horizontal reactions are not showing...why only vertical reaction is showing?
@dhanajaybhavsar9721
@dhanajaybhavsar9721 4 года назад
Sir How to design pile design in prokon.
@gjmichaelson3739
@gjmichaelson3739 5 лет назад
Thanks for uploading the missing videos...
@civilmdc
@civilmdc 5 лет назад
Welcome
@nahiye19lij81
@nahiye19lij81 2 года назад
i can't download the link ....can some body help?
@brahul7899
@brahul7899 Год назад
How to check pile cap for one way shear. can you add this in your next video
@chsetha2630
@chsetha2630 7 месяцев назад
Bro, I try with pile cap 4 pile dia 1m, column 1x1m, see the result of punching shear at column is not correct if compare by hand, as SAFE provide the shear force from column is not correct and lead the result not correct too. try it
@abhishekpujar4043
@abhishekpujar4043 3 года назад
Do a video on raft pile foundation in etabs
@malapatisuresh
@malapatisuresh Год назад
Good sir
@astmcivil
@astmcivil 2 года назад
best chaneel thanks sar
@civilmdc
@civilmdc 2 года назад
Thanks brother
@engr.palash2805
@engr.palash2805 3 года назад
how to design pile cap with multiple complex shaped columns - like , L-shape, T-shape columns... specially in lift core?
@civilmdc
@civilmdc 3 года назад
Same way... Define.. column with different shape...( In cross section) And then use same... Procedure as shown in this video..
@mohammadmuminulislam6706
@mohammadmuminulislam6706 3 года назад
Dear, how can I download the excel file of 23 pile cap design?
@civilmdc
@civilmdc 3 года назад
Excel sheet Download link given in the description of each video
@azmat_waseem
@azmat_waseem 5 лет назад
Can the same excel files be used for pile design as per (Indian) IS code??? Thank u.....
@civilmdc
@civilmdc 5 лет назад
You have just... confirm the spacing criteria, rest of the procedure will be same
@AbhishekVerma-yx2dv
@AbhishekVerma-yx2dv Год назад
Sir support data ki value toh change hi nahi ki.... Kya faida thickness increase karne ka
@ramziqafisha
@ramziqafisha 4 года назад
how could i use or upload this excel sheet?
@civilmdc
@civilmdc 4 года назад
dear, excel sheet link is given in the description of this video, just click the link ..... then Press RED DOWNLOAD BUTTON, That is it , if you still face issue, please feel free to contact. thanks
@hamajr8833
@hamajr8833 Год назад
Where is your references for these calculations?
@syedarsalanali8506
@syedarsalanali8506 4 года назад
Wonderful working brother... But your both links in the description are not working. There is no file in those links....
@civilmdc
@civilmdc 4 года назад
Sorry for Inconvenience, All the links have been updated, Now you can download the excel sheets in the description of the videos. Thanks
@omygod1590
@omygod1590 3 года назад
sir how to calculate how reinforcement we need in strip a manually
@civilmdc
@civilmdc 3 года назад
Here is the full course link on CSI SAFE ru-vid.com/group/PL0h14oMuZXQ6l-O7aqF0hYsZbyJ7eFt1H See the lecture slab design... You will see how to interpret results
@drjamalkhalaf3938
@drjamalkhalaf3938 4 года назад
Dear M Hussain Can you please send me the piles design excel sheet that you used in video Thanks Jamal
@civilmdc
@civilmdc 4 года назад
Dear Download link is given in the description of video.... Please check.. You will get it.
@marimuthumuniandy7689
@marimuthumuniandy7689 3 года назад
Hi Sir, I am unable to get the punching shear for the piles but column i got it.....i dont know why, i followed your step...pls help
@civilmdc
@civilmdc 3 года назад
Hi , Please watch again... You will get the point
@marimuthumuniandy7689
@marimuthumuniandy7689 3 года назад
@@civilmdc No, i still not getting the punching shear for the pile
@ajazsayyed8487
@ajazsayyed8487 4 года назад
Asslamualikum sir why 6 inch width column fail in etab . Only ground floor design
@civilmdc
@civilmdc 4 года назад
Overites... CHANGE to sway normal.... 2nd what is column height?
@ajazsayyed8487
@ajazsayyed8487 4 года назад
@@civilmdc 3.2m
@ajazsayyed8487
@ajazsayyed8487 4 года назад
Thank you very much sir .
@civilmdc
@civilmdc 4 года назад
@@ajazsayyed8487 the height is too much... You have to try 9" thick column... Tip: you can try in the overites... Change sway special to sway ordinary...
@md.ashrafulalam4732
@md.ashrafulalam4732 3 года назад
Dear, please tell how do you find the value of Pz, Mx, My?
@civilmdc
@civilmdc 3 года назад
From super structure.... For example ... You can take these values .. from etabs... Column reactions
@md.ashrafulalam4732
@md.ashrafulalam4732 3 года назад
@@civilmdc from etabs i got Fy (shear force). But how do you get moment?
@akashsorathiya3078
@akashsorathiya3078 4 года назад
Punching shear check is not properly i have checked because you assigned column and pile as a slab. I have checked in output file of safe, it is not calculating punching perimeter properly
@civilmdc
@civilmdc 4 года назад
Dear it is simple for checking punching shear... Just right click on the punching shear value.... You will get the details... From your point of view... You want to say something... I respect your view... Kindly can you send me the screenshots at civilmdcgroup@gmail.com
@akashsorathiya3078
@akashsorathiya3078 4 года назад
I have sent please check thank you
@civilmdc
@civilmdc 4 года назад
@@akashsorathiya3078 Sure dear, Received right now i am little busy... i will check and definitely answer you back.
@civilmdc
@civilmdc 4 года назад
@@chinyerefemi3598 confirmed
@foohong3235
@foohong3235 25 дней назад
why the column assigned as stiff member?
@civilmdc
@civilmdc 25 дней назад
@@foohong3235 Simply... To get punching shear...
@matrichayapropertiesltd.500
@matrichayapropertiesltd.500 4 года назад
when i draw matt the got automatic subtruct
@civilmdc
@civilmdc 4 года назад
Please explain little bit more... What abstract? 1
@jewelkhan847
@jewelkhan847 2 года назад
Pls explain some one, what is column stiff. I cannot understand the term.
@civilmdc
@civilmdc 2 года назад
Means .. rigidity
@jewelkhan847
@jewelkhan847 2 года назад
@@civilmdc how much area i should provide in safe software?? How i consider??
@civilmdc
@civilmdc 2 года назад
@@jewelkhan847 Here is the full course link on CSI SAFE ru-vid.com/group/PL0h14oMuZXQ6l-O7aqF0hYsZbyJ7eFt1H Please cover course.. your concepts Will be clear
@huuthangtran1924
@huuthangtran1924 3 года назад
Hi .! the sound is a bit low
@civilmdc
@civilmdc 3 года назад
Hi, Noted with thanks.... In Upcoming Videos, It will be improved
@Johnny-pz3ch
@Johnny-pz3ch 3 года назад
Why it shows N/C in my punching shear design ?
@civilmdc
@civilmdc 3 года назад
Make sure.... You have defined... Punching Shear shear area.... 2nd... If you provided beam... Then.. It will not calculate
@fahedjavaid1
@fahedjavaid1 3 года назад
@@civilmdc how to define the shear area in safe for punching check
@civilmdc
@civilmdc 3 года назад
@@fahedjavaid1 when you go for ... Applying of load.... Then at that point.... You will assign Shear area.
@fahedjavaid1
@fahedjavaid1 3 года назад
@@civilmdc i cant find as i have imported model from etabs for load reaction, can u give ur call number plz,
@civilmdc
@civilmdc 3 года назад
@@fahedjavaid1 When you import from ETABS.... it automatically generate shear area... for punching..... Right click on the point ... which you have imported from ETABS.... then... under loads ... you will see punching area...
@shahidali-zy2bw
@shahidali-zy2bw 2 года назад
sir add the link for spread sheet to download
@civilmdc
@civilmdc 2 года назад
Link is given in the description of the video
@abdallayousif5197
@abdallayousif5197 3 года назад
ENG, can you please give us the excel sheet
@civilmdc
@civilmdc 3 года назад
Excel sheet link is given in this description
@abdallayousif5197
@abdallayousif5197 3 года назад
there are errors on link in description can u please upload it again with software you used for geo please
@civilmdc
@civilmdc 3 года назад
@@abdallayousif5197 Link updated, please check it now.
@longmengleang4590
@longmengleang4590 4 года назад
Structure Design Engineer Software
@shaileshbisht2758
@shaileshbisht2758 Год назад
sir excell provide kr do please
@civilmdc
@civilmdc Год назад
Download link is given in the description of the video
@engrkaribul
@engrkaribul 5 лет назад
RESULT DOES NOT MATCH WITH HANDCALCULATION.
@civilmdc
@civilmdc 5 лет назад
Dear, can you explain little bit more.,,,, like what is the difference?
@engrkaribul
@engrkaribul 5 лет назад
@@civilmdc In hand calcultaion, the punching is okay with 30" slab. But the procedure of the video required more thickness. My punching is okay, where your punching is 1.2 in USD design.
@civilmdc
@civilmdc 5 лет назад
@@engrkaribul Bro... Please send me pics of your calculations... civilmdcgroup@gmail.com So that I can analyze in detail... So that I can understand... Where the issue is.... And I am able to clearly see... Where is the error? Thanks in anticipation.
@engrkaribul
@engrkaribul 5 лет назад
@@civilmdc Please check your email. Sent you hand calculation as .JPEG and also corresponding safe .FDB file
@civilmdc
@civilmdc 5 лет назад
@@engrkaribul Ok.. i will check.
@Nonamej3942
@Nonamej3942 3 года назад
How about the shear reinforcement?? If the shear reinforcement is required in slab design display type, but the punching shear is okay (all is < 1), are we still need the shear reinforcement (shear links)?? thanks before
@princessa9045
@princessa9045 3 года назад
Thanks
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