Part CDetermine the y force component of the force at the pin D necessary for equilibrium.Express your answer to three significant figures and include the appropriate units.Dy =SubmitμÀValueProvide FeedbackRequest AnswerUnitswwwwwwd? The chute is used to divert the flow of water, Q = 0.64 m³/s. The water has across-sectional area of 0.05 m². Neglect the weight of the chute and weight ofthe water on the chute. pw = 1 Mg/m³. (Figure 1)Figure0.12 m2 m1.5 m< 1 of 1Part ADetermine the x component of the force at the roller C necessary for equilibrium.Express your answer to three significant figures and include the appropriate units.C₂ =SubmitPart BD₂ =μASubmitValueRequest AnswerDetermine the x force component of the force at the pin D necessary for equilibrium.Express your answer to three significant figures and include the appropriate units.μАValueUnitsRequest AnswerUnits?P?

Answered: Image /qna-images/answer/30eab50e-eeb1-4ce2-b25e-e38e2e8d5dca.jpg

The chute is used to divert the flow of water, Q = 0.64 m³/s. The water has a cross-sectional area of 0.05 m². Neglect the weight of the chute and weight of the water on the chute. pw = 1 Mg/m³. (Figure 1) Figure 0.12 m -1.5m < 1 of 1 Part A Determine the x component of the force at the roller C' necessary for equilibrium. Express your answer to three significant figures and include the appropriate units. C₂ = Submit Part B D₂ = μÅ Submit Value Request Answer Determine the x force component of the force at the pin D necessary for equilibrium. Express your answer to three significant figures and include the appropriate units. ДА Value Units Request Answer ? Units ?

The chute is used to divert the flow of water, Q = 0.64 m³/s. The water has a cross-sectional area of 0.05 m². Neglect the weight of the chute and weight of the water on the chute. pw = 1 Mg/m³. (Figure 1) Figure 0.12 m -1.5m < 1 of 1 Part A Determine the x component of the force at the roller C' necessary for equilibrium. Express your answer to three significant figures and include the appropriate units. C₂ = Submit Part B D₂ = μÅ Submit Value Request Answer Determine the x force component of the force at the pin D necessary for equilibrium. Express your answer to three significant figures and include the appropriate units. ДА Value Units Request Answer ? Units ?

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.5P

See similar textbooks

Related questions

Q: 30 kN 30 kN 30 kN 20 kN- 4 m -2m-2m2 m+2m- EA = constant E= 200 GPa A= 5000 mm Determine the total…

A: We have to determine the value of total displacement of joint E as per the given data in the…

Q: A 3 m wide flat plate is placed vertically in a still water. If a = 2 m, b =8 m. Determine the…

A: To find force acting on gate

Q: Determine the height of water “h” above the top of the circular 1.24m diameter gate which will cause…

Q: 5. For a fluid at rest, the shear stress is zero. 6. Newton's law of viscosity for a fluid states…

A: As per guidelines we need to answer only 1st question so repost rest question separately

Q: Using the value found for the force exerted by the hydraulic cylinder CD, determine the change in…

Q: The AB rectangular sluice gate, which is 6 meters high and 5 meters wide, blocks water 5 meters…

A: Sluice gate are used to control the water flow rate and also measure the flow rate in river, channel…

Q: For the beam with the given loading, determine the reaction at B. Enter your answer to two decimal…

A: Given: The value of w0 is 2.4 kN/m. The value of k is 0.202 kN/m3. Consider the figure,

Q: The ramp is used as passengers board a small commuter airplane. The total mass of the ramp and six…

A: The total mass = 710 kg

Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

100%

Part C
Determine the y force component of the force at the pin D necessary for equilibrium.
Express your answer to three significant figures and include the appropriate units.
Dy =
Submit
μÀ
Value
Provide Feedback
Request Answer
Units
wwwwww
d
?

The chute is used to divert the flow of water, Q = 0.64 m³/s. The water has a
cross-sectional area of 0.05 m². Neglect the weight of the chute and weight of
the water on the chute. pw = 1 Mg/m³. (Figure 1)
Figure
0.12 m
2 m
1.5 m
< 1 of 1
Part A
Determine the x component of the force at the roller C necessary for equilibrium.
Express your answer to three significant figures and include the appropriate units.
C₂ =
Submit
Part B
D₂ =
μA
Submit
Value
Request Answer
Determine the x force component of the force at the pin D necessary for equilibrium.
Express your answer to three significant figures and include the appropriate units.
μА
Value
Units
Request Answer
Units
?
P
?

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4
A planned flexible load area (see Figure P7.2) is to be 3 m × 4.6 m and carries a uniformly distributed load of 180 kN/m2. Estimate the elastic settlement below the center of the loaded area. Assume that Df = 2 m and H = . Use Eq. (7.4).
For the data given in this problem, determine the magnitude of the active thrust on the wall retaining a c soil, using the procedure discussed in Section 16.10. Given H = 15.0 ft, c = 100 lb/ft2, = 26, = 115 lb/ft3, kv = 0, and kh = 0.3.
The cross section of a braced cut supporting a sheet pile installation in a clay soil is shown in Figure 14.22. Given: H = 12 m, clay = 17.9 kN/m3, = 0, c = 75 kN/m2, and the center-to-center spacing of struts in plan view, s = 3 m. a. Using Pecks empirical pressure diagrams, draw the earth-pressure envelope. b. Determine the strut loads at levels A, B, and C.
For the drilled shaft described in Problem 19.7, estimate the total elastic settlement at working load. Use Eqs. (18.45), (18.47), and (18.48). Assume that Ep = 20 106 kN/m2, s = 0.3, Es = 12 103 kN/m2, = 0.65 and Cp = 0.03. Assume 80% mobilization of skin resistance at working load. (See Part c of Problem 19.7) 19.7 Figure 19.16 shows a drilled shaft without a bell. Here, L1 = 6 m, L2 = 7 m, Ds = 1.5 m, cu(1) = 50 kN/m2, and cu(2) = 75 kN/m2. Find these values: a. The net ultimate point bearing capacity. Use Eqs. (19.23) and (19.24) b. The ultimate skin resistance. Use Eqs. (19.26) and (19.28) c. The working load, Qw (FS = 3) FIG. 19.16
A 20 m long concrete pile is shown in Figure P12.2. Estimate the ultimate point load Qp by a. Meyerhofs method b. Vesics method c. Coyle and Castellos method Use m = 600 in Eq. (12.28).
Figure P13.9 shows a drilled shaft extending into clay shale. Given: qu (clay shale) = 1.81 MN/m2. Considering the socket to be rough, estimate the allowable load-carrying capacity of the drilled shaft. Use FS = 4. Use the Zhang and Einstein procedure.
Refer to Figure 18.23. Given L1=3m, L2=6m, l1=1.5m, =16.5kN/m3, sat=19.0kN/m3 and =35. a. Find the required depth of the sheet pile, increasing the theoretical estimate by 30%. b. Determine the force in the tie rods if they are spaced 3 m apart horizontally. c. Find the maximum bending moment in the sheet pile.
Refer to Figure 10.43. A strip load of q = 1450 lb/ft2 is applied over a width with B = 48 ft. Determine the increase in vertical stress at point A located z = 21 ft below the surface. Given x = 28.8 ft. Figure 10.43
The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and B, assuming at-rest conditions.