A 1.5 m wide strip footing is founded at a depth of 1.0 m below the ground surface, as shown in figure below. The water table is located well below the base of the footing. Considering one way eccentricity, the inclined ultimate load (Qu) per unit length of the footing is, The following factors may be used: Bearing capacity factors: kN/m. N = 33.3; N, = 48.03; Depth factors: F = 1.17; F = 1 Inclination factors: F = 0.605; F. = 0.184 %3D 3 (20° y= 16 kN/m O = 35° d = 0 1m 0.15 m 1.5 m
A 1.5 m wide strip footing is founded at a depth of 1.0 m below the ground surface, as shown in figure below. The water table is located well below the base of the footing. Considering one way eccentricity, the inclined ultimate load (Qu) per unit length of the footing is, The following factors may be used: Bearing capacity factors: kN/m. N = 33.3; N, = 48.03; Depth factors: F = 1.17; F = 1 Inclination factors: F = 0.605; F. = 0.184 %3D 3 (20° y= 16 kN/m O = 35° d = 0 1m 0.15 m 1.5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![A 1.5 m wide strip footing is founded at a depth of 1.0 m
below the ground surface, as shown in figure below. The
water table is located well below the base of the footing.
Considering one way eccentricity, the inclined ultimate
load (Qu) per unit length of the footing is
The following factors may be used:
Bearing capacity factors:
kN/m.
N = 33.3;
N, = 48.03;
Depth factors:
F = 1.17; F = 1
Inclination factors:
F = 0.605;
F = 0.184
%3D
3
(20° y= 16 kN/m
O = 35°
ď = 0
1m
0.15 m
1.5 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F86def7ce-74aa-4a66-b570-564be924df6c%2Fd8459806-0a04-46ba-8a60-0197133fab69%2Fpcjo3gl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A 1.5 m wide strip footing is founded at a depth of 1.0 m
below the ground surface, as shown in figure below. The
water table is located well below the base of the footing.
Considering one way eccentricity, the inclined ultimate
load (Qu) per unit length of the footing is
The following factors may be used:
Bearing capacity factors:
kN/m.
N = 33.3;
N, = 48.03;
Depth factors:
F = 1.17; F = 1
Inclination factors:
F = 0.605;
F = 0.184
%3D
3
(20° y= 16 kN/m
O = 35°
ď = 0
1m
0.15 m
1.5 m
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