Please round to the nearest Hundredth (i.e., 0.01). No Comma! A square pile, 21 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.4 m. The standard penetration resistance near the vicinity of the pile is 29. Use FS = 2 and Briaud & Tucker method. Point force, Qp = Skin friction force, Qs = kN kN

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please round to the nearest Hundredth (i.e., 0.01). No Comma!
A square pile, 21 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.4 m. The standard
penetration resistance near the vicinity of the pile is 29. Use FS = 2 and Briaud & Tucker method.
Point force, Qp =
Skin friction force, Qs =
Q
A
Ultimate bearing force, Qu =
Allowable bearing force, Qa =
F1
2
W
S
F2
kN
#3
20
F3
E
D
kN
S4
kN
$
KN
000
000, F4
R
F
%
5
F5
T
MacBook Air
A
6
G
Y
✓
&
7
H
U
► 11
*
8
J
F8
Next page
1
9
K
Transcribed Image Text:age Please round to the nearest Hundredth (i.e., 0.01). No Comma! A square pile, 21 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.4 m. The standard penetration resistance near the vicinity of the pile is 29. Use FS = 2 and Briaud & Tucker method. Point force, Qp = Skin friction force, Qs = Q A Ultimate bearing force, Qu = Allowable bearing force, Qa = F1 2 W S F2 kN #3 20 F3 E D kN S4 kN $ KN 000 000, F4 R F % 5 F5 T MacBook Air A 6 G Y ✓ & 7 H U ► 11 * 8 J F8 Next page 1 9 K
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