only HANDWRITTEN answer needed ( NOT TYPED) 3. A 2.0 m wide strip foundation is placed in sand at 1.0 mdepth. The properties of the sand are: y = 19 kN/m³, c'=25kPa, and D' = 32°. Determine the allowable net wallload that the foundation can carry, with a factor of safetyof 2.5, using Terzhagi bearing capacity equation (seelecture).

Given, B = 2 m Df = 1 m γ = 19 kN/m3 c' = 25 kPa ϕ' = 32o

3. A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are: y = 19 kN/m³, c'= 25kPa, and '= 32°. Determine the allowable net wall load that the foundation can carry, with a factor of safety of 2.5, using Terzhagi bearing capacity equation (see lecture).

3. A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are: y = 19 kN/m³, c'= 25kPa, and '= 32°. Determine the allowable net wall load that the foundation can carry, with a factor of safety of 2.5, using Terzhagi bearing capacity equation (see lecture).

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Shallow Foundations: Ultimate Bearing Capacity

Section: Chapter Questions

Problem 6.21P: Consider a continuous foundation of width B = 1.4 m on a sand deposit with c = 0, = 38, and = 17.5...

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only HANDWRITTEN answer needed ( NOT TYPED)

3. A 2.0 m wide strip foundation is placed in sand at 1.0 m
depth. The properties of the sand are: y = 19 kN/m³, c'=
25kPa, and D' = 32°. Determine the allowable net wall
load that the foundation can carry, with a factor of safety
of 2.5, using Terzhagi bearing capacity equation (see
lecture).

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