A square footing of 2 m sides rests on the surface of a homogeneous soil bed having the properties cohesion c = 24 kPa, angle of internal friction o = 25° and unit weight y 18 kN/m³. Terzaghi's bearing capacity factors for = 5.6, and N' = 3.2. The ultimate bearing capacity of the Y 25° are N=25.1. N = 12.7, N = 9.7, N'c = 14.8, N'q 9 foundation (in kPa, round off to 2 decimal places is =

Q: For general c-o soil, cohesion c is 50 kPa, the total unit weight y, is 20 kN/m3 and the bearing…

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Q: A strip footing 1.5 m wide is located at a depth of 0.75 m (equal to the foundation thickness) in a…

A: Width of strip footing = 1.5m , Depth = 0.75m = Thickness of foundation , Unit weight of sand =…

Q: A footing with 2x5 m is founded at a depth of 1 m in a stiff clay of saturated unit weight 19 kN/m³,…

A: Saturated unit weight= 19 KN/m3  Depth of footing= 1 m  Su= 105 Kpa Footing = 2*5 m

Q: A square footing of 1 m is located at a depth 1.5 m below the ground surface. The soil properties…

A: Step 1: Solve required parameters for ultimate bearing capacity Step 2: Two cases in solving the…

Q: 3. A column foundation (Figure 1) is 3 m x 2 m in plane. Given: D;= 2m, o=25°, c = 50 kN/m². Using…

A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: Q- Determine the width of strip footing to carry a load of 750 kN/m at a depth of 1.6 m in a c-q…

A: Given data- Load P=750 kN/m, Depth D=1.6 m, Unit weight of the soil γ=18 kN/m2. Cohesion C=20 kN/m2,…

Q: A 5-ft wide, 8-ft long, 3-ft deep footing supports a downward load of 200k and a horizontal shear…

A: Given wide = 5ft ; long =8ft ; deep =3ft Downward load = 200000 ; Horizontal shear load =25000

Q: A footing with 2×5 m is founded at a depth of 1 m in a stiff clay of saturated unit weight 19 kN/m³,…

A: Saturated unit weight= 19 KN/m3  Depth of footing= 1 m

Q: b. Ultimate soil bearing capacity, qu (in kN/m2) qu = c. Allowable soil bearing capacity, qall (in…

A: γ = 17 Knm3ϕ = 36°c' = 10 KNm2Df = 1.5mB = 1.25m

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: 3. y = 19.65 kN/m³ %3D 3 m Yoae = 21.70 kN/m³ c = 0 kPa O = 20° 2 m 0.60 m

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Q: 3. A square foundation is constructed in a soil deposit as shown in the figure below. Assume that…

A: Formula to calculate the ultimate bearing capacity of footing is given by qu = C'Nc Fcs Fcd Fci + q…