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PROBLEM 3 The mat foundation in the figure below is 45 m wide and 90 m...
A square footing, 2 m by 2 m is to be constructed 1.22 m below the...
A square footing, 2 m by 2 m is to be constructed 1.22 m below the ground surface, as shown in the figure below. The groundwater table is located 1.82 m below the ground surface. The subsoil consists of a uniform, medium dense, cohesion less soil with the following properties: Unit weight of soil 18.53KN/m; Angle of internal friction 32 Cohesion Determine the foundation soil's allowable bearing capacity, if a factor of safety of 3.0 is used 1.22 m 1.82...
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...
Problem 3: 40 points) A square foundation was decided to be constructed to support the load...
Problem 3: 40 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...
y 17 kN/m3 1.5 m Groundwater level A column foundation in the figure above is 3...
y 17 kN/m3 1.5 m Groundwater level A column foundation in the figure above is 3 m × 2 m in the plan. Given: D, = 1.5 m, φ' = 25。, c, = 70 kN/m2 . Using the equation and λ = 3, determine the net allowable load the foundation could carry. Use the bearing capacity factors in the table below. 22° 16.88 7.82 7.13 23 18.05 8.66 8.20 24° 19.32 9.60 9.44 25° 20.72 10.66 10.88 26° 22.25 11.85...
QUESTIONG H=35 The circular footing (Diameter 1m) showed in Figure 3 is subjected to inclined loading...
QUESTIONG H=35 The circular footing (Diameter 1m) showed in Figure 3 is subjected to inclined loading and located at a depth of 0.8m below the ground surface in compacted sand (22= 35°, Y bulk = 18kN/m”, Ysar=20kN/m). Ground water table is as shown in the below figure. P .ro Ground surface 0.4m Water table 0.8m 1. Om Figure 3: Circular Footing in Question 6 (a) Determine bearing capacity factors and geometric factors of the foundation. (4 marks) (b) Calculate the...
Consider the mat foundation in the figure below. L-12 m B-25000 k D 1.5 m, x,-2 m, x 3 m, X3-4 m. The clay is...
Consider the mat foundation in the figure below. L-12 m B-25000 k D 1.5 m, x,-2 m, x 3 m, X3-4 m. The clay is nom arcorsantanei. Calculate consolidation settlement under the point A on the mat soundution (2i0 pts Sad 5. Calculate the plH when 2 mol/L of 250 mL. HBr solution is mixed with 0.5 mo/L of 150 ml. NaOH solution. We were unable to transcribe this imageWe were unable to transcribe this image
Consider the mat foundation...
help me?? 103 35) 15:59 A rectangular footing (1.4 mx 1.6 m) of shallow foundation is...
help me??
103 35) 15:59 A rectangular footing (1.4 mx 1.6 m) of shallow foundation is designed to receive ad from a column of a building constructed on over consolidated sand, Figure 2 shows the properties of sub-ground and initial design of the footing. Ground water level is located at 25 m below ground surface. (use ES - 2.5) 25000ks - 1630 kw H POKER Figure 2 a) Using appropriate bearing capacity equation, evaluate whether the width of footing design...
solve all please Gate AB in the figure below is a quarter circle 3 m wide into the paper and hinged at B. A jet of water with velocity V, is directed radially toward the gate exactly in its middle...
solve all please
Gate AB in the figure below is a quarter circle 3 m wide into the paper and hinged at B. A jet of water with velocity V, is directed radially toward the gate exactly in its middle. The jet diameter is 5 cm and it flows smoothly on the surface of the gate without friction. The gate has a mass of 300 kg. The centroide ofa quarter circle area is located at a dste m from the...
summatize the following info and break them into differeng key points. write them in yojr own...
summatize the following info and break them into differeng key points. write them in yojr own words
apartus
6.1 Introduction—The design of a successful hot box appa- ratus is influenced by many factors. Before beginning the design of an apparatus meeting this standard, the designer shall review the discussion on the limitations and accuracy, Section 13, discussions of the energy flows in a hot box, Annex A2, the metering box wall loss flow, Annex A3, and flanking loss, Annex...
A square footing, 2 m by 2 m is to be constructed 1.22 m below the ground surface, as shown in the figure below. The groundwater table is located 1.82 m below the ground surface. The subsoil consists of a uniform, medium dense, cohesion less soil with the following properties: Unit weight of soil 18.53KN/m; Angle of internal friction 32 Cohesion Determine the foundation soil's allowable bearing capacity, if a factor of safety of 3.0 is used 1.22 m 1.82...
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...
Problem 3: 40 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...
y 17 kN/m3 1.5 m Groundwater level A column foundation in the figure above is 3 m × 2 m in the plan. Given: D, = 1.5 m, φ' = 25。, c, = 70 kN/m2 . Using the equation and λ = 3, determine the net allowable load the foundation could carry. Use the bearing capacity factors in the table below. 22° 16.88 7.82 7.13 23 18.05 8.66 8.20 24° 19.32 9.60 9.44 25° 20.72 10.66 10.88 26° 22.25 11.85...
QUESTIONG H=35 The circular footing (Diameter 1m) showed in Figure 3 is subjected to inclined loading and located at a depth of 0.8m below the ground surface in compacted sand (22= 35°, Y bulk = 18kN/m”, Ysar=20kN/m). Ground water table is as shown in the below figure. P .ro Ground surface 0.4m Water table 0.8m 1. Om Figure 3: Circular Footing in Question 6 (a) Determine bearing capacity factors and geometric factors of the foundation. (4 marks) (b) Calculate the...
Consider the mat foundation in the figure below. L-12 m B-25000 k D 1.5 m, x,-2 m, x 3 m, X3-4 m. The clay is nom arcorsantanei. Calculate consolidation settlement under the point A on the mat soundution (2i0 pts Sad 5. Calculate the plH when 2 mol/L of 250 mL. HBr solution is mixed with 0.5 mo/L of 150 ml. NaOH solution. We were unable to transcribe this imageWe were unable to transcribe this image
Consider the mat foundation...
help me??
103 35) 15:59 A rectangular footing (1.4 mx 1.6 m) of shallow foundation is designed to receive ad from a column of a building constructed on over consolidated sand, Figure 2 shows the properties of sub-ground and initial design of the footing. Ground water level is located at 25 m below ground surface. (use ES - 2.5) 25000ks - 1630 kw H POKER Figure 2 a) Using appropriate bearing capacity equation, evaluate whether the width of footing design...
solve all please
Gate AB in the figure below is a quarter circle 3 m wide into the paper and hinged at B. A jet of water with velocity V, is directed radially toward the gate exactly in its middle. The jet diameter is 5 cm and it flows smoothly on the surface of the gate without friction. The gate has a mass of 300 kg. The centroide ofa quarter circle area is located at a dste m from the...
summatize the following info and break them into differeng key points. write them in yojr own words
apartus
6.1 Introduction—The design of a successful hot box appa- ratus is influenced by many factors. Before beginning the design of an apparatus meeting this standard, the designer shall review the discussion on the limitations and accuracy, Section 13, discussions of the energy flows in a hot box, Annex A2, the metering box wall loss flow, Annex A3, and flanking loss, Annex...
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