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Solve part 2,
CV 5263 HW 1 (2018-19) Name: Problem 2: Lateral Earth Pressure Theories For...
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...
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...
Problem 4 Draw the active lateral pressure diagram for the wall shown (assume infinitely long wall)...
Problem 4 Draw the active lateral pressure diagram for the wall shown (assume infinitely long wall) and determine the resultant lateral force and its location Determine the factor of safety against over-turning Given: Soil angle of internal friction 340 Dry unit weight of soil 118 PCF, Unit Weight of Concrete 150 PCF 5 ft 1.3
( You do not have to solve number 2. I need number 3.) Problem 2(15 points). Refer...
( You do not have to solve number 2. I need
number 3.)
Problem 2(15 points). Refer to Figure 2 below. Given the height of the retaining wall, H is 18ft, the backfill is a saturated clay with, ф, 0°, c-500 lb/ft, Y-120 lb/ft. sat (a) Determine the Rankine active pressure distribution diagram behind the wall. Determine the depth of the tensile crack, zc (c) Estimate the Rankine active force per foot length of the wall before and after the occurrence...
2. The water level behind the wall described in problem 1 rises to an elevation I...
2. The water level behind the wall described in problem 1 rises to an elevation I m below the crest. The submerged unit weight of the sand is 10 kN/m'. If the deformation condition for the active Rankine state is satisfied, what is the resultant pressure that the earth and water exert against the wall? At what height above the base does the resultant of the earth and water pressures act? 1. A wall with a smooth vertical back 3...
Problem 4: Read Appendix 2 below (Sec. 1.4.1 of Kasap) and then solve. A metallic back...
Problem 4: Read Appendix 2 below (Sec. 1.4.1 of Kasap) and then solve. A metallic back contact is applied to the CdTe solar cell of Problem 1 using a set up similar to that described in Figure 1.74 (b) on the next page. To form the metallic back contact, two evaporation sources are used, Cu and Au. An initial 3 nm layer of Cu is deposited first and then 30 nm of Au is deposited. After these depositions, the sample...
1. According to the paper, what does lactate dehydrogenase (LDH) do and what does it allow...
1. According to the paper, what does lactate dehydrogenase
(LDH) do and what does it allow to happen within the myofiber? (5
points)
2. According to the paper, what is the major disadvantage of
relying on glycolysis during high-intensity exercise? (5
points)
3. Using Figure 1 in the paper, briefly describe the different
sources of ATP production at 50% versus 90% AND explain whether you
believe this depiction of ATP production applies to a Type IIX
myofiber in a human....
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...
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...
Problem 4 Draw the active lateral pressure diagram for the wall shown (assume infinitely long wall) and determine the resultant lateral force and its location Determine the factor of safety against over-turning Given: Soil angle of internal friction 340 Dry unit weight of soil 118 PCF, Unit Weight of Concrete 150 PCF 5 ft 1.3
( You do not have to solve number 2. I need
number 3.)
Problem 2(15 points). Refer to Figure 2 below. Given the height of the retaining wall, H is 18ft, the backfill is a saturated clay with, ф, 0°, c-500 lb/ft, Y-120 lb/ft. sat (a) Determine the Rankine active pressure distribution diagram behind the wall. Determine the depth of the tensile crack, zc (c) Estimate the Rankine active force per foot length of the wall before and after the occurrence...
2. The water level behind the wall described in problem 1 rises to an elevation I m below the crest. The submerged unit weight of the sand is 10 kN/m'. If the deformation condition for the active Rankine state is satisfied, what is the resultant pressure that the earth and water exert against the wall? At what height above the base does the resultant of the earth and water pressures act? 1. A wall with a smooth vertical back 3...
Problem 4: Read Appendix 2 below (Sec. 1.4.1 of Kasap) and then solve. A metallic back contact is applied to the CdTe solar cell of Problem 1 using a set up similar to that described in Figure 1.74 (b) on the next page. To form the metallic back contact, two evaporation sources are used, Cu and Au. An initial 3 nm layer of Cu is deposited first and then 30 nm of Au is deposited. After these depositions, the sample...
1. According to the paper, what does lactate dehydrogenase
(LDH) do and what does it allow to happen within the myofiber? (5
points)
2. According to the paper, what is the major disadvantage of
relying on glycolysis during high-intensity exercise? (5
points)
3. Using Figure 1 in the paper, briefly describe the different
sources of ATP production at 50% versus 90% AND explain whether you
believe this depiction of ATP production applies to a Type IIX
myofiber in a human....
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