he width of a strip footing is 2 m. The base of will be placed 1.0 below the level of surrou round surface. A minimum factor of safety of 2.5 is required in the undrained condition. Soil ar he footing is stiff clay with an unconfined compression strength (UCS) of 120 kPa. Immediately oplying the load, the undrained friction angle of soil is zero. The total unit weight of soil is 18.2 kl he ground is flat, the base of footing is horizontal and the vertical load is applied with ccentricity to the foundation. The water table is at the footing base. A horizontal load (H) of 5 applied at the base of the footing parallel to the footing base. Assume (ca = 0.7cu). nd the allowable vertical load in kN per metre run, including the weight of foundation.

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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.