3. Determine the magnitude and location of the total hydrostatic force acting on the 2 x 4 m gate shown below. 5 m oil sg = 0.8 water glycerin sg = 1,26 1m 2m 2m 4 m
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Please answer the problem attached image. Thank you very much. Hint F=318.63kN,Yr=3.646m from the surface. ASAP
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- The gate AB shown in figure is hinged at A and kept closed by a force P at B. Compute for the Hydrostatic Force acting on the side of the gate AB. (Given: p = -18.46 kPa, OIL SG = 0.8) p-18.46 Pa Figure 34(01)A Ol, s-0.8 7 m 6m 2m Answer:of the the magnitude and location Determine total hydrostatic force acting on the 2 m x 4 m gate shown in the figure. Air, p = 32 kPa 1 m Oll, s= 0.80 Water 1.5 m Glycerin, s = 1,26 3 m 2 m 60Draw the free body diagram and determine all the reation -3 m 3 m T. 125 kN Hinge 3 m Hinge Hinge 3 m A B
- 2.12. Find hydrostatic force on the conical body shown in figure below. (H =2.7m, L₁ L2=0.6m, R=0.9m) H₂O H L₁ L2 RDetermine the member force CD (kN) shown in the figure. B 3 kN 2 m 45° A 30 30 2 m- 2 mFind the spring force if EI= 2*108 kN.cm² and the Flexibility of the spring F= 0.125 cm/KN. 2 kN/m a k EI d m 4m b * k EI 6m BC K = 800 kN/m Answers in structures lectures: RB = 3.584 kN ETABS Answers: RB = 3.64 kN
- Find the displacement at free cndofthe cantilever shown in Fig. 7.10. Find its numerical value if L = 3 m, a = 2 m, W, 20 kN, W, = 30 kN, E = 2 x 10$ N/mm?, I = 2 x 10% mmt. W2 L Fig. 7.10The rectangular gate AB shown below is 2 m wide into the paper and supports liquids as indicated. Calculate the total hydrostatic force acting on the gate in kN and locate its point of application from the liquid surface. 1.50 m 2.50 m y S₁ = 0.80 S₂ = 1.70 60° B (hinge) LENGTH AB= 5.50 mFor the cross-section shown in figure. Torque,T= 150 kNmm. q1, q2 and q3 are the shearflows in cell I, II and cell III respectively. Here thickness of different sections are:t12 = t25=t56= 0.03t23 = t34 = t45 =0.04t61 = 0.035curve 61, t =0.025G = 55000 MPaDraw the shear flows distribution diagram for the given section
- 3. Determine the magnitude and location of the total hydrostatic force acting on the 2 x 4 m gate shown below. 5 m V oil sg=0.8 water glycerin sg = 1,26 1 m 2m 2 m 4 mThe face of a vertical dam has the shape of an isosceles triangle of altitude 4 m with an upper base of 6 m submerged vertically in the water. Find the force exerted by the water on the dam when the upper base is parallel to and 3 m below the surface of the water. (p = wight per unit volume water) 4 3 A F = ( 14 y - y2) dy (149 B F = P 3y - y) () dy (7y-y2) dy 4 3y (14 - 29 ) (2) dy 4 D 3 L (7 0 3 3 = F = P 0 0 0As 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 HINGE