A square footing has a dimension of 1m x 1m has its bottom 2.5m below the ground surface. Unit weight of soil is 18.1kN/m3 with cohesion of 15.7kPa. Saturated unit weight of soil is 19.3kN/m3. Using a factor of safety of 3, (Nc 35, Nq 22, Ny 19). Determine the depth of water table if the allowable load is 615.80kN 1.0 2.0 3.0 A square footing has a dimension of 1m x 1m. Unit weight of soil is 18.1kN/m3 with cohesion of 15.7kPa. Saturated unit weight of soil is 19.3kN/m3. Using a factor of safety of 3, (Nc 35, Nq = 22, Ny = 19). Determine the depth of embedment if the ground water table is located at 0.2m below the foundation and can sustain a 590KN concentrated load. 2.0 2.5 3.0 3.5
A square footing has a dimension of 1m x 1m has its bottom 2.5m below the ground surface. Unit weight of soil is 18.1kN/m3 with cohesion of 15.7kPa. Saturated unit weight of soil is 19.3kN/m3. Using a factor of safety of 3, (Nc 35, Nq 22, Ny 19). Determine the depth of water table if the allowable load is 615.80kN 1.0 2.0 3.0 A square footing has a dimension of 1m x 1m. Unit weight of soil is 18.1kN/m3 with cohesion of 15.7kPa. Saturated unit weight of soil is 19.3kN/m3. Using a factor of safety of 3, (Nc 35, Nq = 22, Ny = 19). Determine the depth of embedment if the ground water table is located at 0.2m below the foundation and can sustain a 590KN concentrated load. 2.0 2.5 3.0 3.5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A square footing has a dimension of 1m x 1m has its bottom 2.5m below the ground surface.
Unit weight of soil is 18.1kN/m3 with cohesion of 15.7kPa. Saturated unit weight of soil is
19.3kN/m3. Using a factor of safety of 3, (Nc = 35, Nq = 22, Ny = 19). Determine the depth of
water table if the allowable load is 615.80kN
1.0
2.0
3.0
A square footing has a dimension of 1m x 1m. Unit weight of soil is 18.1kN/m3 with cohesion of
15.7kPa. Saturated unit weight of soil is 19.3kN/m3. Using a factor of safety of 3, (Nc 35, Nq =
22, Ny = 19). Determine the depth of embedment if the ground water table is located at 0.2m
below the foundation and can sustain a 590KN concentrated load.
2.0
2.5
3.0
3.5
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