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compute the mag- nitude of the resultant force on the indicated area and the location of...
B. For each cases shown in Figs. Compute the magnitude of the resultant force on the indicated area and the location of the center of pressure. Show the resultant force on the area clearly dimension its location. 0.3m T Reservoir for a bydraulic system. Length 1.1 m. Compute force on side AB. 0.36 m Oil (sg=0.93) B 0.2m B. For each cases shown in Figs. Compute the magnitude of the resultant force on the indicated area and the location of...
forced on a submerged plane area Forces on Submerged Plane Areas For each of the cases shown in Figs. 4.30-4.41, compute the magnitude of the resultant force on the indicated area and the location of the center of pressure. Show the resultant force on the area and clearly dimension its location. Problem 4.25 0.76 m 0.60 m- 1.00 m Gate Oil (sg = 0.80) 20°
EMC-2053 EX-01 1710 A-W References Mailings Review View Tell me what you want to do.. PlaidMec Aaict Yest1-EI:033 a5 Compute the magnitude of the resultant force on the indicated area and the location of the center of pressure. Show the resultant force on the area and clearly dimension its location. (10 marks) 0.76 m 0.60 m 1.00 m Gate Oil (sg- 0.80) 20
Please show the orientation of the resultant force on the inclined side. 9-115. The storage tank contains oil having a specific weight of γ0-56 lb/ft. If the tank is 6 ft wide, calculate the resultant force acting on the inclined side BC of the tank, caused by the oil, and specify its location along BC measured from B. Also compute the total resultant force acting on the bottom of the tank. i0 ft 2 ft s ft 4 Tt
Please answer question 2 and 2.1 Question 2 The shown tank contains (specific gravity = 1.10). orange drink Orange drink (sg = 1.10) 3.0 m 4.6 m 2.4-m diameter Circular view port 2.1. If the tank vent is open to atmosphere, determine (i) the resultant force acting on the round view port and (ii) the location of the center of pressure, measured from the free water level in the tank. (10)
An inclined circular gate controls the flow of water across a storage structure (see Figure 1). The gate is 1.0 m in diameter with water on one side. Determine: the total resultant force acting on the gate the location of the center of pressure the resisting moment at the pivot or hinge (if located at the upper edge of the gate). Question 1 An inclined circular gate controls flow of water across a storage structure (see Figure 1). The gate...
Solve the following A vertical rectangular surface has a base of 1.2 m and a height of 3 m. If the center of pressure is o.150 m below the center of gravity, how far is the base below the liquid surface 1. h: ? o. 150 m 1-12 t.2 2. A circular gate 1.50 m in diameter is inclined at an angle of 45 Sea water stands on one side of the gate to a height of 10 m above...
a) Determine the resultant force acting on the inclined circular gate. b) Find the location of center of pressure. c) Calculate the minimum weight of the block that can open the gate. (Assume that gate is weightless) (a=60 cm, γwater=9810 N/m3 )
1. The 100 kg weight on hydraulic lift (area = 0.6 m²) shown in figure. At points A, B C and D calculate the pressure. (Ywater=9810 N/m?) Hinge 2. a) Determine the resultant force acting on the inclined circular gate. b) Find the location of center of pressure. c) Calculate the minimum weight of the block that can open the gate. (Assume that gate is weightless) (a=80 cm, water 9810 N/m) 3. The length of submerged gate AB is 5...
11. Determine ddistance of the hydrostatic force from hinge 11. SMTKN 81.757 kN 12. Compute weight "w", fastened to the center of the gate, is necessary barely to keep the gate from opening. What will be the resultant reaction at the hinge 13. SITUATIONS A cylindrical log having a diameter of 2m and a length of 4m is placed in the position shown in figure below. Sp. Gr. of ol is 0.8. Determine Vertical component of the force acting on...