( You do not have to solve number 2. I need number 3.)
Homework Answers
Add Answer to:
( You do not have to solve number 2. I need
number 3.)
Problem 2(15 points). Refer...
fondation engineering si unit (8 marks) 4. A vertical retaining wall (shown in the figure below)...
fondation engineering si unit
(8 marks) 4. A vertical retaining wall (shown in the figure below) is 8 m high with horizontal backfill. the properties of the backfill are as shown on the figure. Determine a. the Rankine active force per unit length of the wall before the occurrence of the tensile crack. Yw 9.81 kN/m3. b. The location of the Rankine active force. qs 20 kN/㎡ 5 m 2 Sandy Clay 3 m Sand
Problem 5 You are to examine the retaining wall shown on Figure 2. Assume that the wall height (H...
Problem 5 You are to examine the retaining wall shown on Figure 2. Assume that the wall height (H) is equal to 12 feet, and the base width (B) is 7 feet. The wall will be approximately 200 feet long (into the page). The backfill material behind the wall is a poorly-graded sand with silt (ŚP-SM) that has an average total unit weight of 1 19 pounds per cubic foot (pcf) and an average water content of 12%. As indicated,...
problem 4: For the retaining wall shown, Determine a. the active lateral earth pressure distribution b....
problem 4: For the retaining wall shown, Determine a. the active lateral earth pressure distribution b. the passive lateral earth pressure distribution c. the magnitude and location of the active lateral force on the wall d. the magnitude and location of the passive lateral force on the wall e. the depth of crack from the surface [use Rankine method] Ignore hydrostatic pressure. y 110 pcf p 12, C 420 psf 30' Y 110 pcf φ 100 C 500 psf Y...
Solve part 2, CV 5263 HW 1 (2018-19) Name: Problem 2: Lateral Earth Pressure Theories For...
Solve part 2,
CV 5263 HW 1 (2018-19) Name: Problem 2: Lateral Earth Pressure Theories For both part 1 and part 2 determine: e Magnitude of active resultant force per length of wall e Location (height) of the active resultant force from the base of wall Direction (angle above horizontal) of the active resultant force Horizontal component of the active resultant force per length of wall Vertical component of the active resultant force per length of wall . Part 1:...
You have to review the design of a cantilevered concrete retaining wall designed for the height a...
You have to review the design of a cantilevered concrete retaining wall designed for the height and soil as shown in the figure. Please check the design and provide your recommendation for the following situation: - 200 psf Surcharge load on top of the backfill material Lean clay at foundation same soil for backfill Dry unit weight of soil Cohesion/adhesion of the clay/concrete Bearing capacity of the soil Active earth pressure coefficient Ignore the effect of ground water table Unit...
please answer 2 and 3 i would really appreciate it :) 2. The 4 m tall...
please answer 2 and 3
i would really appreciate it :)
2. The 4 m tall concrete retaining shown in Figure 2 has the following properties: Backfill (Coarse sand): Ym = moist unit weight = 19.2 kN/m d' = effective friction angle = 40° The groundwater table will remain far below the wall, and the wall friction angle is 20°. Assume the backfill is not sloped and the wall has no batter. The wall moves sufficiently to develop the active...
Problem 2 (60 points) A gravity wall with granular backfill and inclined surface is shown in...
Problem 2 (60 points) A gravity wall with granular backfill and inclined surface is shown in Fig. 2. The friction angles between the backfill and the wall (8) -20°, and the soil and base of the wall (n) - 15'. The adhesion between the soil and the base of the wall (C)-110 psf. (B-5 ft) Je=50 2 ft inclination angle H 15 ft Gravity Wall Granular backfill 0=320 y = 115 pcf y = 150 pcf Base Soil Ca =...
Sove for part 1 CV 5263 HW 1 (2018-19) Name: Problem 2: Lateral Earth Pressure Theories...
Sove for part 1
CV 5263 HW 1 (2018-19) Name: Problem 2: Lateral Earth Pressure Theories For both part 1 and part 2 determine: Magnitude of active resultant force per length of wall Location (height) of the active resultant force from the base of wall Direction (angle above horizontal) of the active resultant force Horizontal component of the active resultant force per length of wall Vertical component of the active resultant force per length of wall . Part 1: Coulomb...
Which solution is correct the question is same Practice Problem #3 For the retaining wall shown...
Which solution is correct the question is same
Practice Problem #3 For the retaining wall shown in Figure 13.19a, determine the force per unit length of the wall for Rankine's active state. Also find the location of the resultant. y = 16 kN/m = 30 d' = 0 Groundwater table Y = 18 kNm = 35° 0% = 7zK, -20'/K. 20 Ø 1:32 Answer 1 of 1 D + Ramkine ra' active Pressure y z k-2 - SKA Po or...
You have to do Problem 3, while using the diagram in problem 2 as reference. Problem#3:...
You have to do Problem 3, while using the diagram in problem 2
as reference.
Problem#3: If the elevation change in the above Pb#3 is 150 ft, what would be the flow rate with the given pump? What would be the flow rate if two of the same pumps are used in series instead of one? (Assume that the friction factor is the same 0.02 for the purpose of calculations although it does vary). Appx Ans: 175 gpm, 440 gpm....
fondation engineering si unit
(8 marks) 4. A vertical retaining wall (shown in the figure below) is 8 m high with horizontal backfill. the properties of the backfill are as shown on the figure. Determine a. the Rankine active force per unit length of the wall before the occurrence of the tensile crack. Yw 9.81 kN/m3. b. The location of the Rankine active force. qs 20 kN/㎡ 5 m 2 Sandy Clay 3 m Sand
Problem 5 You are to examine the retaining wall shown on Figure 2. Assume that the wall height (H) is equal to 12 feet, and the base width (B) is 7 feet. The wall will be approximately 200 feet long (into the page). The backfill material behind the wall is a poorly-graded sand with silt (ŚP-SM) that has an average total unit weight of 1 19 pounds per cubic foot (pcf) and an average water content of 12%. As indicated,...
problem 4: For the retaining wall shown, Determine a. the active lateral earth pressure distribution b. the passive lateral earth pressure distribution c. the magnitude and location of the active lateral force on the wall d. the magnitude and location of the passive lateral force on the wall e. the depth of crack from the surface [use Rankine method] Ignore hydrostatic pressure. y 110 pcf p 12, C 420 psf 30' Y 110 pcf φ 100 C 500 psf Y...
Solve part 2,
CV 5263 HW 1 (2018-19) Name: Problem 2: Lateral Earth Pressure Theories For both part 1 and part 2 determine: e Magnitude of active resultant force per length of wall e Location (height) of the active resultant force from the base of wall Direction (angle above horizontal) of the active resultant force Horizontal component of the active resultant force per length of wall Vertical component of the active resultant force per length of wall . Part 1:...
You have to review the design of a cantilevered concrete retaining wall designed for the height and soil as shown in the figure. Please check the design and provide your recommendation for the following situation: - 200 psf Surcharge load on top of the backfill material Lean clay at foundation same soil for backfill Dry unit weight of soil Cohesion/adhesion of the clay/concrete Bearing capacity of the soil Active earth pressure coefficient Ignore the effect of ground water table Unit...
please answer 2 and 3
i would really appreciate it :)
2. The 4 m tall concrete retaining shown in Figure 2 has the following properties: Backfill (Coarse sand): Ym = moist unit weight = 19.2 kN/m d' = effective friction angle = 40° The groundwater table will remain far below the wall, and the wall friction angle is 20°. Assume the backfill is not sloped and the wall has no batter. The wall moves sufficiently to develop the active...
Problem 2 (60 points) A gravity wall with granular backfill and inclined surface is shown in Fig. 2. The friction angles between the backfill and the wall (8) -20°, and the soil and base of the wall (n) - 15'. The adhesion between the soil and the base of the wall (C)-110 psf. (B-5 ft) Je=50 2 ft inclination angle H 15 ft Gravity Wall Granular backfill 0=320 y = 115 pcf y = 150 pcf Base Soil Ca =...
Sove for part 1
CV 5263 HW 1 (2018-19) Name: Problem 2: Lateral Earth Pressure Theories For both part 1 and part 2 determine: Magnitude of active resultant force per length of wall Location (height) of the active resultant force from the base of wall Direction (angle above horizontal) of the active resultant force Horizontal component of the active resultant force per length of wall Vertical component of the active resultant force per length of wall . Part 1: Coulomb...
Which solution is correct the question is same
Practice Problem #3 For the retaining wall shown in Figure 13.19a, determine the force per unit length of the wall for Rankine's active state. Also find the location of the resultant. y = 16 kN/m = 30 d' = 0 Groundwater table Y = 18 kNm = 35° 0% = 7zK, -20'/K. 20 Ø 1:32 Answer 1 of 1 D + Ramkine ra' active Pressure y z k-2 - SKA Po or...
You have to do Problem 3, while using the diagram in problem 2
as reference.
Problem#3: If the elevation change in the above Pb#3 is 150 ft, what would be the flow rate with the given pump? What would be the flow rate if two of the same pumps are used in series instead of one? (Assume that the friction factor is the same 0.02 for the purpose of calculations although it does vary). Appx Ans: 175 gpm, 440 gpm....
Most questions answered within 3 hours.
-
7.
________ involves individuals trading goods they already have or
providing services in exchange for something...
asked 1 minute ago -
Share your research problem. What databases did you search as
you gathered evidence to support your...
asked 1 minute ago -
what process occurs to form microspores and megaspores in flowering
plants?
asked 8 minutes ago -
C++
I need to use the function getData to put in all my data using
arrays....
asked 7 minutes ago -
A block is hung by a string from the inside roof of a van. When
the...
asked 14 minutes ago -
Do you think companies should not go for long term debt in their
capital structure to...
asked 23 minutes ago -
I create an address book where the user enters the name, phone
and email in the...
asked 29 minutes ago -
The production capacity for acrylonitrile
(C3H3N) in the United States exceeds 2
million pounds per year....
asked 37 minutes ago -
explain and comment out your answer
43. How many address lines are required to address a...
asked 43 minutes ago -
A sample of 45 observations is selected from a normal
population. The sample mean is 49,...
asked 58 minutes ago -
A construction company is planning to bid on a building
contract. The bid costs the company...
asked 55 minutes ago -
A firm operating in a purely competitive environment is faced
with a market price of $250....
asked 1 hour ago