3. What is the maximum allowable load that can be applied to the pile shown below? : Qall = ? G.W.T. 45' Soft Clay: Ysat 100 pcf Cu = 500 psf, ou = 0° Clay Shale: Qu(lab) 24,000 psi o' = 15° Driven Steel H-Pile: 1/2" thick steel web & flanges (soil plugged) -10". I Note: Pile & soil profile are not drawn to scale Please use the approach outlined in Das 12.16 and an Allowable Stress Design (ASD) approach for your analysis. Use a factor of safety = 3 for design, neglect any effect that shaft resistance has on pile capacity, and neglect the effect of the weight of the pile in your analysis.
3. What is the maximum allowable load that can be applied to the pile shown below? : Qall = ? G.W.T. 45' Soft Clay: Ysat 100 pcf Cu = 500 psf, ou = 0° Clay Shale: Qu(lab) 24,000 psi o' = 15° Driven Steel H-Pile: 1/2" thick steel web & flanges (soil plugged) -10". I Note: Pile & soil profile are not drawn to scale Please use the approach outlined in Das 12.16 and an Allowable Stress Design (ASD) approach for your analysis. Use a factor of safety = 3 for design, neglect any effect that shaft resistance has on pile capacity, and neglect the effect of the weight of the pile in your analysis.
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter12: Pile Foundations
Section: Chapter Questions
Problem 12.12P
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Transcribed Image Text:3. What is the maximum allowable load that can be applied to the pile shown below? :
Qall = ?
G.W.T.
45'
Soft Clay:
Ysat 100 pcf
Cu = 500 psf, ou = 0°
Clay Shale:
Qu(lab) 24,000 psi
o' = 15°
Driven Steel H-Pile:
1/2" thick steel web
& flanges
(soil plugged)
-10".
I
Note: Pile & soil profile
are not drawn to scale
Please use the approach outlined in Das 12.16 and an Allowable Stress Design (ASD)
approach for your analysis. Use a factor of safety = 3 for design, neglect any effect that shaft
resistance has on pile capacity, and neglect the effect of the weight of the pile in your
analysis.
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