For the strip footing shown in the figure below. Calculate ney allowable bearing capacity of the foundation shown in the figure belowNote: The foundation is strip footing with width of 4m. Assume a factor of safety = 3.0 2 /24O Q O3- For the strip Footing shown in the figure below Calculate net allowable bearing capacityof 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 EngineeringFoundation Engineering 1 0401358NIVERSITY OF SHARJAHGWT1.5 m4. 0mSilty sand2.0 mØ=25°, C =15 kN/m², V:a=17.5kN/m², u = 0.3Sand0= 25°, Vs=18.5kN/m, = 0.3Ox 11.00 in HW BC(Braja_M..example..Sign In6OQ OCo D2/275%3- For the strnp Footing shown in the figure below Calculate net allowable bearing capacityof 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 EngineeringFoundation Engineering 1 0401358VERSITY OF SHARJAHGWT1.5 m4.0mSilty sand2.0 m0-25", C=15 kN/m*, Vat-17.5kN/m', 4 = 0.3Sand0=25°, yat-18.5kN/m', = 0.300 in

Given: The width of the strip footing is 4 m. The depth is 1.5 m. The saturated unit weight of the…

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

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

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter11: Load And Resistance Factor Design (lrfd)

Section: Chapter Questions

Problem 11.3P: Repeat Problem 11.1 based on LRFD using the following factors: load factor for dead load = 1.25 load...

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Question

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

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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