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Inclined load on the vertical axes 27 degree. The load is...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor dc is equal to
Foundation Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to...
Foundation
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor dc is equal to Select one: O a....
inlined Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to...
inlined
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor ic is equal to Select one: 0 a....
Foundation i need the answer quickly Inclined load on the vertical axes 27 degree. The load...
Foundation
i need the answer quickly
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B= 2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor dg is equal...
Foundation Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to...
Foundation
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=265 and water content 0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor de is equal to Select one: a. 1.2...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B= 2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor iq is equal to Select one: a. 0.6 b....
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B-2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G-2.65 and water content=0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor Sg is equal to Select one a. 0,6 O b. 1.15...
14 Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to...
14 Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B= 2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor dg is equal to ut of Select one:...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B=2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G#2.65 and water content=0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor Ng is equal to Select one: a. 13.58 b. 16.44 C.5.14...
please with clear and simple steps as possible, also write answer all questions ....thank you Q1....
please with clear and simple steps as possible, also write
answer all questions ....thank you
Q1. A load of 630 kN/m is carried on a strip footing 3 m wide at a depth of 1.5 m in a stiff clay with saturated unit weight 21 kN/m, the water table being at ground level Determine the factor of safety with respect to general shear failure (a) whe105 kN/m, and φ,-0°, (b) when c' = 10 kNm, and = 28。 13.0, 3.5]...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor dc is equal to
Foundation
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor dc is equal to Select one: O a....
inlined
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor ic is equal to Select one: 0 a....
Foundation
i need the answer quickly
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B= 2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor dg is equal...
Foundation
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=265 and water content 0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor de is equal to Select one: a. 1.2...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B= 2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor iq is equal to Select one: a. 0.6 b....
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B-2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G-2.65 and water content=0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor Sg is equal to Select one a. 0,6 O b. 1.15...
14 Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B= 2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor dg is equal to ut of Select one:...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B=2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G#2.65 and water content=0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor Ng is equal to Select one: a. 13.58 b. 16.44 C.5.14...
please with clear and simple steps as possible, also write
answer all questions ....thank you
Q1. A load of 630 kN/m is carried on a strip footing 3 m wide at a depth of 1.5 m in a stiff clay with saturated unit weight 21 kN/m, the water table being at ground level Determine the factor of safety with respect to general shear failure (a) whe105 kN/m, and φ,-0°, (b) when c' = 10 kNm, and = 28。 13.0, 3.5]...
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