3- For the strip Footing shown in the figure below Calculate net allowable bearing capacity of the foundation shown in the figure below. Note: The foundation is strip footing with width of (4 m). (assume a safety factor = 3.0) %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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For the strip footing shown in the figure below. Calculate ney allowable bearing capacity of the foundation shown in the figure below Note: The foundation is strip footing with width of 4m. Assume a factor of safety = 3.0
2 /2
4O Q O
3- For the strip Footing shown in the figure below Calculate net allowable bearing capacity
of the foundation shown in the figure below.
Note: The foundation is strip footing with width of (4 m). (assume a safety factor 3.0)
Department of Civil & Environmental Engineering
Foundation Engineering 1 0401358
NIVERSITY OF SHARJAH
GWT
1.5 m
4. 0m
Silty sand
2.0 m
Ø=25°, C =15 kN/m², V:a=17.5kN/m², u = 0.3
Sand
0= 25°, Vs=18.5kN/m, = 0.3
Ox 11.00 in
Transcribed Image Text:2 /2 4O Q O 3- For the strip Footing shown in the figure below Calculate net allowable bearing capacity of the foundation shown in the figure below. Note: The foundation is strip footing with width of (4 m). (assume a safety factor 3.0) Department of Civil & Environmental Engineering Foundation Engineering 1 0401358 NIVERSITY OF SHARJAH GWT 1.5 m 4. 0m Silty sand 2.0 m Ø=25°, C =15 kN/m², V:a=17.5kN/m², u = 0.3 Sand 0= 25°, Vs=18.5kN/m, = 0.3 Ox 11.00 in
HW BC
(Braja_M..
example..
Sign In
6OQ O
Co D
2/2
75%
3- For the strnp Footing shown in the figure below Calculate net allowable bearing capacity
of the foundation shown in the figure below.
Note: The foundation is strip footing with width of (4 m). (assume a safety factor = 3.0)
Department of Civil & Environmental Engineering
Foundation Engineering 1 0401358
VERSITY OF SHARJAH
GWT
1.5 m
4.0m
Silty sand
2.0 m
0-25", C=15 kN/m*, Vat-17.5kN/m', 4 = 0.3
Sand
0=25°, yat-18.5kN/m', = 0.3
00 in
Transcribed Image Text:HW BC (Braja_M.. example.. Sign In 6OQ O Co D 2/2 75% 3- For the strnp Footing shown in the figure below Calculate net allowable bearing capacity of the foundation shown in the figure below. Note: The foundation is strip footing with width of (4 m). (assume a safety factor = 3.0) Department of Civil & Environmental Engineering Foundation Engineering 1 0401358 VERSITY OF SHARJAH GWT 1.5 m 4.0m Silty sand 2.0 m 0-25", C=15 kN/m*, Vat-17.5kN/m', 4 = 0.3 Sand 0=25°, yat-18.5kN/m', = 0.3 00 in
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