the applied load on a SHALLOW CONTINUOUS FOUNDATION makes an angle of 20 degree with the...
the applied load on a SHALLOW CONTINUOUS FOUNDATION makes an angle of 20 degree with the vertical, B = 6ft, Df = 5ft, yt = 128 pcf, friction angle = 22 degree, c' = 1000 psf, FS = 3, find the gross inclined allowable load per unit length USING THE GENERAL BEARING CAPACITY EQUATION
Homework Answers
Length of footing is not given in question. Just divide final answer with length to get gross inclined allowable load per unit length.
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the applied load on a SHALLOW CONTINUOUS
FOUNDATION makes an angle of 20 degree with the...
3) The applied load on a shallow square foundation makes an angle of β with the...
3) The applied load on a shallow square foundation makes an angle of β with the vertical. Given: DAYand c Use ES and determine the gross allowable load Oal. ^ande' Use ES and deternm Variables Df фо FS 1.5 2.0 17.9 32 0 20
3. The bearing capacity of shallow foundations (i.e. footings) depends on the soil shear strength (ie....
3. The bearing capacity of shallow foundations (i.e. footings) depends on the soil shear strength (ie. ф and c). The ultimate bearing capacity (qultnei) of the soil is calculated using the following equation: Dr qult.net bearing capacity failure surface i. Frictional resistance along failure surface due to self-weight of soil below footing level footing level. Ny. No, and Ng are dimensionless bearing capacity factors that depend on the ii. Cohesive resistance along failure surface below footing level. iii. Frictional resistance...
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...
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....
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...
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:...
Problem 3: (45 points) A square foundation was decided to be constructed to support the load...
Problem 3: (45 points) A square foundation was decided to be constructed to support the load of a column in a residential building construction project located in Claremont, CA. During the site investigation, only sandy soil (c'=0) was encountered. The ground water was observed at the depth 1.2m from ground level. Obtained samples were tested in the lab and the internal friction angle of the soil was found to be equal to 30°. The unit weight of the soil above...
3) The applied load on a shallow square foundation makes an angle of β with the vertical. Given: DAYand c Use ES and determine the gross allowable load Oal. ^ande' Use ES and deternm Variables Df фо FS 1.5 2.0 17.9 32 0 20
3. The bearing capacity of shallow foundations (i.e. footings) depends on the soil shear strength (ie. ф and c). The ultimate bearing capacity (qultnei) of the soil is calculated using the following equation: Dr qult.net bearing capacity failure surface i. Frictional resistance along failure surface due to self-weight of soil below footing level footing level. Ny. No, and Ng are dimensionless bearing capacity factors that depend on the ii. Cohesive resistance along failure surface below footing level. iii. Frictional resistance...
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...
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....
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...
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:...
Problem 3: (45 points) A square foundation was decided to be constructed to support the load of a column in a residential building construction project located in Claremont, CA. During the site investigation, only sandy soil (c'=0) was encountered. The ground water was observed at the depth 1.2m from ground level. Obtained samples were tested in the lab and the internal friction angle of the soil was found to be equal to 30°. The unit weight of the soil above...
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