A shear force of V = 260 kN is applied to the rectangular tube shape shown in Figure E9.9-1. Determine the magnitude of the shear flow at points A, B, C, and D. A B 100 mm IC 200 mm D 10 mm 200 mm Figure E9.9-1 200 mm
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- Consider the steady open channel flow of water in the smooth constriction shown in plan view in Figure P10.46. At position 1, the depth is Y1, the width is B1 and the Froude number F1 = 4. A similar notation is used at positions 2, 3 and 4. A hydraulic jump is observed just downstream of position 2 where the Froude number F2 = 2. You may assume one-dimensional flow. (a) Find Y2, the depth at position 2, in terms of Y1. (b) Find Y3, the depth just downstream of the hydraulic jump, in terms of Y1. (c) Find F3, the Froude number just downstream of the hydraulic jump. (d) Find F4, the Froude number at the exit, given that Y3/Y4 = 1.2. (e) Find B4/B1.The tank shown in the figure is 3 m wide into the paper. Neglect atmospheric pressure. Use ?????? = 9.79 kN/m³. Determine the following: A. vertical component of the total hydrostatic force on the quarter circle panel AB in kN B. Resultant hydrostatic force acting on the quarter circle panel AB in kN C. Angle that the resultant hydrostatic force make with the horizontal in degrees.Given Figure E1, draw the active earth pressure distribution. Use gw = 9.81 kN/m3. Determine the magnitude and location of the active thrust.
- 6.3 Determine the wall shearing stress in a pipe of diameter 100mm, which conveys water. The velocities at the half the diameter from boundary is 2 m/s. The local velocity at 20mm from the pipe wall is 1.5m/s and the flow is turbulent,Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. a.12.9517 b.39.5136 c.30.4889 d.99.9358 What gage pressure p1 in kPa, is needed to provide the given flow rate? a.1692 kPa b.1121 kPa c.1328 kPa d.1725 kPa4. A reservoir supplies water to a horizontal 6′′ pipe 800 ft long. The pipe flows full and discharges into the atmosphere at the rate of 2.23 cfs. What is the pressure in psi midway in the pipe, assuming the only lost head is 6.20 ft in each 100 ft of length? indicaye free body diagram
- Problem 4 A square gate (2m on each side) is submerged vertically in water such that the upper edge of the gateis at a depth of 0.5 m from the watersurface. Draw the figure and find the hydrostatic force and the location of the center of pressure.Consider a rectangular channel of width b=7.5 m, in which the hydraulic jump occurs and one of its stays is equal to 45 cm. A flow rate Q=54 m3/s passes through the channel. Determine: a) the other conjugate tie rod b) energy losses c) type of jump that occurs d) jump lengthA trapezoidal channel is discharging 20.40 m^3/sec at a depth of 1.2 m and a base width of 6 m. The side slope is 2 horizontal to 1 vertical. n = 0.014. Compute the slope of the energy grade line. a. 0.00094 b. 0.00015 c. 0.00021 d. 0.00124 compute the specific energy. a. 1.10 m b. 1.84 m c. 1.62 m d. 1.41 m compute the average shearing stress on the boundary surface. a. 3.50 Pa b. 8.18 Pa c. 7.11 Pa d. 5.04 Pa
- gage pressure at point 1 = 275 kPa velocity = 3 meters/sec *Neglect friction* Given the figure, determine the total longitudinal thrust applied on the horizontal pipe.A circular gate 1.5 m in diameter is inclined at an angle of 45 deg.. Fresh water strands on one side of the gate to a height of 10 m above the center of the gate. Compute the location of the Hydrostatic force measured from the bottom (Ybottom) in metersIn the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=30° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm² and A=50 cm² will be taken for all bars.)