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How to determine the pile capacity.

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Structural Engineer Calcs

Structural Engineer Calcs

3 жыл бұрын

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In this video, we'll look at an example of how we can work out the pile capacity.
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Пікірлер: 31
@michaelzcun
@michaelzcun 8 ай бұрын
Nice video. You can't miss even a word said
@asifyusoff5377
@asifyusoff5377 Ай бұрын
great video sir. Appreciate your knowledge sharing.
@mashambashonhai4901
@mashambashonhai4901 Ай бұрын
Good day Mr Structural Engineer Calc. I have this problem that i am solving and i can not find any relevant to the question, Please assist me with any source of relevant material that i can use to get it solved or any method or steps that i can follow to get to the correct possible design. Provide an optimal design of a 16 m long concrete pile that is to be driven into 12 m of loose sand that was underlain by very stiff clay. The geotechnical parameters of the sand and stiff clay are respectively as shown in Figure Q2 below: Sand: ∅’= 26°; Unit weight γ = 19 kN/m3 Stiff clay: cu = 80 kN/m2; Unit weight γ = 18 kN/m3 The pile is expected to undertake the following characteristic loads: DL = 35 00 kN LL = 25 00 kN Also, Fcu = 40 MPa and Fy = 450MPa Additionally, maximum pile length allowable = 20 m (meaning the stiff clay can extend to 20 m depth). The idea behind this exercise is to provide an optimum design.
@shareqinamdar8903
@shareqinamdar8903 2 ай бұрын
Very informative video
@binapark9208
@binapark9208 6 ай бұрын
Expensive information. Thank yoU!
@Tohlb
@Tohlb 3 жыл бұрын
Great video guys! This info is great material and very useful 👍 Please can you do a video on Loft conversions
@sothattheng8624
@sothattheng8624 2 жыл бұрын
Thanks for your sharing! if you can make the next VDO about Pile spring & Soil spring calculation is good.
@abbas2294
@abbas2294 3 жыл бұрын
Kindly explain in a video about how to determine pile length, pile moments and design.
@eskinnyhenry1786
@eskinnyhenry1786 3 жыл бұрын
Erhm ,can you please do a video on the design of concrete pedestal for steel columns. Thanks
@emmadavies7434
@emmadavies7434 3 жыл бұрын
Another fantastic video! Thank you! Have you thought of doing any videos on home extensions? It would be a huge help 😁
@user-lc3zy3dm2s
@user-lc3zy3dm2s 9 ай бұрын
Tremendous video
@samankhajehzadeh4445
@samankhajehzadeh4445 2 жыл бұрын
Thank you very much for the awesome videos. I was wondering if you could make a video on determining the depth of piles under lateral loads using Brom's method, or any other method you think works. Cheers.
@anastaha2438
@anastaha2438 Жыл бұрын
Thank you!, I need to know pls what is the conversion between Q all in compression case to Qall in Tension case?
@brianyatich5745
@brianyatich5745 Жыл бұрын
Amazing video!
@StructuralEngineerCalcs
@StructuralEngineerCalcs Жыл бұрын
Thank you for the kind words! We appreciate your support and are glad that you enjoyed the video. We'll continue to work hard to produce high-quality content for our viewers. Thank you for watching!
@mohamedyosry7102
@mohamedyosry7102 3 ай бұрын
This is applicable for piles dia less than 600 mm. What about large piles with dia more than 600 mm?
@iqbalhussain610
@iqbalhussain610 Жыл бұрын
Great video. Can you please clarify the reason for dividing the "area of base" by 4?
@marsterofnotrades
@marsterofnotrades Жыл бұрын
It is a constant that you use to get area of circle when you use diameter in stead of Radis, I think
@michaelzcun
@michaelzcun 8 ай бұрын
Area or circle, pi * squared D / 4
@mil9102
@mil9102 3 жыл бұрын
I get that the two piles share half the load but don't we need to consider the distribution or "load spread" based on the angle of the lines drawn in the pile cap?
@StructuralEngineerCalcs
@StructuralEngineerCalcs 3 жыл бұрын
No you don't need to!
@muhammadfaheem4127
@muhammadfaheem4127 3 ай бұрын
y u dont divide the shaft area by 4 as you done in pile surface area
@kongjenwei2925
@kongjenwei2925 11 ай бұрын
May I know how to obain based bearing capacity and skin friction capacity?
@richardmtonga9784
@richardmtonga9784 3 жыл бұрын
This is good, easy to understand. Just a question, don't we need to multiply by 2 when calculating Area of pile base and Area of frictional surface for pile considering that 2 piles are supporting the Column?
@StructuralEngineerCalcs
@StructuralEngineerCalcs 3 жыл бұрын
No you don't need to multiply by 2 because we already divided the column load by 2.
@md.rafiqulislam1133
@md.rafiqulislam1133 2 жыл бұрын
Nice
@muhammadfaheem4127
@muhammadfaheem4127 3 ай бұрын
also to calculate shaft surface area y u took pile length 5.5m
@momedreda6028
@momedreda6028 2 жыл бұрын
How can you help I have two questions?
@anushreeshrivastava9083
@anushreeshrivastava9083 9 ай бұрын
Pile cap design show
@davidsaruma9560
@davidsaruma9560 6 ай бұрын
Self weight of pile neglected
@youwilllaugh3136
@youwilllaugh3136 Жыл бұрын
Analytical methods for piles are quiet old and not convenient
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