Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- A water siphon having a constant inside diameter D of 4 in. is arranged as shown in the figure below. If the friction loss between A and B is 0.9V2/2 where Vis the velocity of flow in the siphon, determine the flowrate involved. Assume a = 4 ft, h = 12 ft. Q = D B ft³/sarrow_forward7. Buoyancy/Stability A 3-m-wide barge weighs 20 kN empty. It is proposed that it carry a 250 kN load. Predict the draft height. The draft is height of the portion of the boat that will be underwater. The boat will be in salt water (S.G. = 1.025). Show work and include units. WATER 2m 10 m BARGE 6 m draftarrow_forward5.) A rectangular gate AB hinged at A has a width 2.0 m perpendicular to the paper, has a negligible weight. The water surface remains at the top of the gate. Determine the eccentricity of the hydrostastic force exerted by the water in meters from the centroid of the gate. Write your answer to the nearest whole number. Use unit weight of water 9.80 kN/m^3. fluid mechanicsarrow_forward
- Determine the hydrostatic force in liquid 1, 2 and 3arrow_forwardThe figure shows a cylinder of B 4 m diameter in equilibrium. Calculate the vertical component of force exerted by the fluld per meter length of cylinder and total horizontal pressure force acting on ABCD. [Take : Y, = 10 kN/m³] Oil (S = 0.8) B Water (S= 1) d 4 marrow_forwardFind the depth of the water in the tank, H, and the manometer reading, h, if the hydrostatic force on the circular plug is 25 N. Take the specific weight of the water as γwater = 9810 N/m3 and the specific gravity of mercury Sm = 13.56arrow_forward
- As shown in the figure compute the amount and location of the vertical and horizontal components of the hydrostatic pressure on XY QUADRANT OF CIRCLE 5M WIDE 2.75H RADIUS i DETERMINE ALSO FORCE "F" TO PREVENT ROTATION F PV Y yW.S PH HINGEarrow_forwardQuestion 4 The concrete dam in the shape of a quarter circle. Determine the magnitude, location and the direction measured from the positive axis of the resultant hydrostatic force that acts on the dam expressed in Newtons. Assume the width of the dam is 1 m. The density of water is pw= 1 Mg/m.arrow_forwardA concrete dam retaining water is shown in the figure below. Assume there is a hydrostatic uplift that varies uniformly from full hydrostatic head at the heel of the dam to 40% at the toe and that the coefficient of friction between dam and foundation soil is 0.45. The specific gravity of concrete is 2.4. Determine the pressure (ksi) at the toe of the dam. Express your answer in 2 decimal places.arrow_forward
- Determine the location of the total hydrostatic force from the bottom of the tank.arrow_forwardAs shown in the figure compute the amount and location of the vertical and horizontal components of the hydrostatic pressure on XY 1. Rectangular 5ft wide 7 W.S X * a= 6ft b= 8ft c= 4ftarrow_forwardA small boat weighing 40 LT has a submerged volume of 875 ft3 when traveling at 20knots in seawater. (ρ = 1.99 lb-s2/ft4 ; 1 LT = 2240 lb) a. Calculate the magnitude of the hydrostatic support being experienced by boat.b. What other type of support is the boat experiencing?c. Calculate the magnitude of this other type of support.d. What will happen to the submerged volume of the boat if it slows to 5 knots? Explain your answer.arrow_forward
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