For the tank shown below. The base of tank is semicircle, if the length of tank is (10m) find: 1. Vertical force on the base of tank (point C). 2. Horizontal force at the are (BC). 3. Force acted on the inclined wall of tank (AB). 40 40 oil, s:3= 2-1 3m B. 2m
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- As figure show are depicts the cross-section of a closed-end cylinder with an internal diameter of 0.2 m and an exterior diameter of 0.4 m with a thick-walled pressure vessel (closed-end cylinder) with an internal diameter of 0.2 m and an external diameter of 0.4 m. Both internal and external pressures, Pi and P, are applied to the pressure vessel. Find the following given P. = 10 MPa:a). The internal pressure Pi, which will result in a 150 MPa tensile hoop stress at point B, which is in the middle of the cylinder wall.b). Draw all of the stress distributions over the wall thickness and their stress values on the cylinder's inner and outer surfaces.c). The longitudinal tension that the cylinder is subjected to.Find Ixx for the given Plane, where b1 =120m, d;=25m, b2=20m, d2=120m, b3=50m & d3=25 m (Enter only the values in the boxes by referring the unit given in brackets. Also upload your hand written answers in the link provided) b3 d3 b2 d2 di bịA cylindrical gate with surface XY is supported by a hinge at point 1. The length of the gate perpendicular to the figure ism. Solve for the magnitude of the horizontal component in kN. Unit wt of water = 9.81 kN/cu.m. LENGTH = 6 RADIUS 8 ANGLE=53 RADIUS X ANGLE 1 O 1,062.35 O 1,201.34 O2,003.99 O 2,436.65
- H.W2: The tank in Fig. is 40cm wide. Determine the hydrostatic forces on horizontal plan BC and AD? 55 cm 40cm A -10cm 35c Solvent, sg=0.84 Water 25ci 2m Water. 20°C 4m Hg. 20 3m H.W3 water in a tank is pressurized to 85cmHg as show in Fig. Determine the hydrostatic forces per meter width on panel AB? note: Ans: =501 KNThe cross-section of an open tank is shown below at left. BC is a cylindrical surface with radius r = 6 ft, and the tank water depth is h = 10 ft. A free body diagram (FBD) for hydrostatic analysis is shown below at right. Use this information to solve problems 12 through 15 on a per unit width (into the page) basis. FBD: A B B OThe magnitude of the horizontal force Fy is nearest 1a) 490 lb/ft width of tank (b) 1610 Ib/ft width of tank (c) 3120 Ib/ft width of tank (d) 12.5 Ib/ft width of tank (e) None of the above are close to being correct ) The center of pressure Yp is ft below the water surfa The magnitude of the vertical hydrostatic force Fy is nearest (a) 1765 Ib/ft width of tank (b) 3744 Ib/ft width of tank (c) 1980 Ib/ft width of tank (d) 10.4 Ib/ft width of tank (e) 675 Ib/ft width of tank The location of Fy left of side AB is nearest ft OST or DISTREBUTE - THANK YOU) A ship with a displacement tonnage of 5600 tons is floating without an inclination, as KG = 5.5m and GM = 0.5m. is known. A 33-ton load on the center line inside the ship can reach 10m pier and 3m up being moved. In this case, in order to keep the ship inclined, a tank on the port side is used as starboard. Ballast water is transferred to a tank on the side. Horizontal distance between the volume centers of the tanks 6 m What is the amount of ballast water that needs to be transferred?
- 1- A 60 cm square gate has its top edge 12 m below the water surface. It is on a 45 angle and its bottom edge is hinged as shown Water in Fig. What force P is needed to just open the gate and its location? Hinge 45° 2- A tank containing water is shown in Fig. E Calculate the total resultant force acting on side ABCD of the container and the 6 ft location of the center of pressure. y = 62.4 Ib/ft3 Water -20 ft1- A 60 cm square gate has its top edge 12 m below the water surface. It is on a 45 angle and its bottom edge is hinged as shown in Fig. What force P is needed to just open the gate and its Water location? Hinge 45° 2- A tank containing water is shown in Fig. E Calculate the total resultant force acting on side ABCD of the container and the 6 ft location of the center of pressure. Y = 62.4 Ib/ft3 Water 8 ft B -20 ft(c) A gate with 2 m width is located under the water as shown in Figure Qlc. IF the force (F) required to hold the gate is about 20 kN, determine the distance (d) of this force to the hinge? Patm Water depth 10 m Hinge 3 m 1.35 m 1.2 m Figure Q1c
- 1- A 60 cm square gate has its top edge 12 m below the water surface. It is on a 45 angle and its bottom edge is hinged as shown in Fig. What force P is needed to just open the gate and its Water location? Hinge 2- A tank containing water is shown in Fig. Calculate the total resultant force acting on side ABCD of the container and the location of the center of pressure. y = 62.4 Ib/ft3 Water -20 ft 3- Find the total pressure and position of center of pressure FREE WATER SURFACE on a triangular plate of base 2 m and height 3 m which is immersed in water in such a way that the plane of the plate makes an angle of 60 with the free surface of the water. The base of the plate is parallel to water surface and at a depth of 2.5 m from water surface. 4- The 200 kg, 5 m wide rectangular gate shown in Figure 05m is hinged at B and leans against the floor at A making an Water angle of 45° with the horizontal. The gate is to be opened 3m from its lower edge by applying a normal force at its…SEA WATER T SIDE FRS 7M Faf FRESH WATER SIDE As shown in the figure, a vertical wall Seperates a seawater-filled tank and a freshwater-filled tank from each other. Since the depth of seawater is 7 meters a) How deep should the fresh water be for the compound force on the wall to be Jero? 2 b) is the moment created by the fluid forces gero when the resultent force on the wall is gero? Explain.Q1:Asshown in figure (1) determine the submerged depth of the concrete cylinder h), for equilibrium the gate AB (The concrete cylinder weighs 19KN and the gate AB weighs 25KN) Assume Fictionless pulley Cable gate width Im Concrete Cglinder water 品 4m 0.45 Fthinge) Deim Figure 14)