2 metre wide continuous Foundation carries a will load of 350 kilo Newton per metre square in a clayey soil where y equal to 19 per metre cube c equal to 5 kilo Newton per metre square and theta equal to 23 degree the foundation depth is 1.5 metre determine the factor of safety of this Foundation

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A: Give data A=1.5m×1.5m Friction angle, ϕ=28o C=15.2kPa unit weight=19.8kN/m3

Q: A 2.0m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where y 19,0…

A: Given information:

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A: Given:- D=1mcolumn load =1500kNc'=15kN/m2∅'=24γ=18.5kN/m3To find:-B

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Q: 6. A rectangular footing 6x3 m carries a uniform pressure of 300 KN/m2 on the surface of of a soil…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: The foundation is elongated with a foundation width of 1.5 m and is located at a depth of 1.1 m,…

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Q: A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are:  =…

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Q: A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where y = 5.0…

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Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.