Q:- A quarter circle gate AB of 1.5 m radius and 2 m wide, hinge at B, find the horizontal force F exerted on A. 1 m Hinge B Water Smooth r= 1.5 m boundary

Q: From the figure shown, consider 1 unit width of gate. W.S. 6 feet 6 feet 8. Compute the horizontal…

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Q: 1. The inclined face of the dam retaining water is shaped according to the relationship y-2x+3x The…

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Q: a. Horizontal component (indicate the direction) of the total hydrostatic force acting on the gate.…

A: Horizontal component (F) of the pressure force is equal to the projection of the curved surface on…

Q: An isosceles triangular gate with a horizontal base 3 m long and vertex pointing downward is…

A: Using formula

Q: Hught = 6m Width = Lim (into the page as drawn) Radius of Curvature = 6m Centroid 5m below the water…

A: Given :- Height = 6 m Centroid = 5 m below free water surface width= 4 m

Q: Determine the vertical displacement at B (ABY) by used Castigliano method Dont calculate the EI Ang…

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Q: a. Determine the horizontal component, vertical component, and the resultant of the hydrostatic…

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Q: H.W The uniform thin pole has a weight of 50 N and a length of 26m. If it is placed against the…

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Q: 3. Calculate the resultant of the hydrostatic forces on the gate as shown below. What vertical force…

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Q: HYDROSTATIC FORCES ON SURFACES 6. Find the horizontal and vertical forces per foot of width on the…

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Q: (a) What is the resultant load on the sign? [ n = 8). Round your answer to one decimal place. |lb…

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Q: Q2// Gate AB weights 180 kg and 1.2 m wide, Determine the water height in the right side of the gate…

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Q: omponent of the hydrostatic force (in N) acting on the gate. Indicate the direction by putting an R…

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Q: . Determine the magnitude that the water exerts on walls AB and DC, and on the bottom BC, using the…

A: Given  width of swimming pool = 4 m  AB= 2.5m  DC=1m

Q: :In Figure below, find the hydrostatic force on the curve AB Oil S=0.9 Tank Cylinder r=1.5m B 2.25 m…

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Q: Determine the moment of inertia of the cross-sectional area of the reinforced channel Assume t = 2.0…

A: To find moment of inertia about x axis

Q: Find the slope @ B, deflection @ C, location of max defle

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Q: Gate AB is 1.0 m wide perpendicular to the paper and open to let fresh water out when the ocean tide…

A: Determine the eccentricity of the hydrostatic force exerted by the fresh water upon the gate AB in…

Q: An isosceles triangular gate with long and vertex pointing downward The top of the gate is 4.5 m…

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Q: The sluice gate is a circular arc of radius 5m and angle B=60°. The water level behind the gate…

A: The radius of the circular arc, R= 5 mAngle, Length of the gate, L= 3 mTo find:The vertical…

Q: Determine the horizontal component of the total hydrostatic force (kN) the water exerts on the gate…

A: The horizontal force on the curved surface is equal to the force on the projection of curved surface…

Q: Consider the 3-m long gate shown in the figure. Determine the following: Y, = 9.79 kN/m Sm. 5m Fv or…

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Q: A crest gate shown in Figure 1. consists of a cylindrical surface of which AB is the base, supported…

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Q: b ... oil d water A vertical rectangular plate is submerged half in oil (SG = 0.83) and half in…

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Q: *Water flows in a 0.15-m-diameter vertical pipe at a rate of 0.2 m³/s and a pressure of 200 kPa at…

A: Objective: To determine the velocity head and pressure at given elevations.   Given: Diameter of…

Q: A homogeneous rectangular gate AB 5.5 ft wide and 10 ft long. Friction in the hinge is negligible.…

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Q: Quarter-circle WATER Hinge

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Q: Solve for A1, A2, and Amid

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Q: Determine the horizontal component of the total hydrostatic force (kN) the water exerts on the gate…

A: The length of gate CD, L=8.68m The radius of curve, a=4.27m

Q: Wall AO is designed to block water which.1 rises to a level of 4 m. Determine the magnitude of force…

A: Force F should satisfy moment equilibrium, So take moment of F and hydrostatic force and make them…

Q: SITUATION D. From the figure shown, consider 1 unit width of gate. ws WS. 6 feet 6 feet 8. Compute…

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Q: A cylindrical gate with surface XY is supported by a hinge at point 1. The length of the gate…

A: 2. 63 is the correct answer.

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: A homogeneous rectangular gate AB 7.9 ft wide and 10 ft long. Friction in the hinge is negligible.…

A: Find force acted on surface AB

Q: Determine the internal forces at point J when = 90 °.

A: Internal Forces: The force exerted by the part of the structure on the remaining other parts of the…

Q: If b=3 m h=6 m . Find wetted perimeter

A: Introduction : The given question is related with fluid mechanics . In this question we are provided…

Q: A 140 k and force with a slope of 4 vertical and seven horizontal is located on the second water and…

A: Given,  Force, F= 140k Horizontal= 7 Vertical= 4

Q: Q2. The rectangular AB gate whose width is 2.2 m shown in the following figure is hinged at point A.…

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Q: 3.19 Solve for BC, CH, and FH. 2m IK 2.5m 2.5m 3KN 2.5m D will 2KH

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Q: Compute the orthogonal component of F = 61 - 205 +12k lb in the direction of the vector A = 25+…

A: Given:- The force vector = F→=6i^-20j^+12k^ lb  The vector A→=2i^+3j^-5k^ ft To determine:- The…

Q: A cylindrical gate with surface XY is supported by a hinge at point 1. The length of the gate…

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Q: Water is moving steadily through the double-exit elbow shown below for which Vị = 5 m. and V, = 10…

A: V1 = 5 msV2 = 10 msd2 = .18md1 = .5md3 = .2m p1 = 25000 pa gage

Q: 1.8 m 1.6 m 0.8 m T. Stop

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Q: 130 N Q.1) Determine the resultant of the coplanar system shown here. (a) Express the resultant as a…

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Q: Problem 2 Water flows through a horizontal 45 degree bend with a 22-i pressure of 15 lb/in². Pi L- y…

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Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.