Giver 3- Rod of length L centre of mass at distanu d Linzai elensky ९(X) 2 = 7 m/t
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- |The System in figure below is at 2éc.If the ectmospnen'e pressure is l01-33kpa and the pressure at the bottem of the tan k is 260hPa What is the specific gracity of fluid X? T ake densities of oila89l kg /m³ mercuryz13,55 =13,550 kg/m3 and water = 99849 Im3 oil im Water FluidX Mercury 0 SMIn the following picture, you can see a concrete dam (trapezoid ABEO) and water behind it (rectangle BCED). Water applies a hydrostatic force to the dam, which causes overturning moment about point O. What is the minimum value of X to avoid overturning of the dam? Consider Pconcrete = 2.5 Mg/m³ and pwater = 1 Mg/m³. AB and BE are 1 m and 6 m, respectively. Also, width of the dam, normal to the plane of the figure, is 1 m. 1B 6 m Concrete Water -Here are these questions if I could get help with themIf a spherical storage tank holds 40,000 gallons (120,000 liters) of water,what diameter must it have?If a cylindrical storage tank has a 40-foot (12 m) diameter circular 05::=how high must it be to hold 1 million gallons (3 million liters)?If water is moving at a rate of 3.2 ft3/sec (90,000 cc/sec), how manygallons (liters) per minute is this?If the specific gravity of gold is 19.0. what is the weight of a cubic inch(cubic centimeter) of gold? A cubic foot (cubic meter)?
- The hemispherical body (r=0.6m ) projects into a tank. Find the horizontal and vertical forces acting on the hemispherical projection for the following cases: (a) the tank is full of water with the free surface 1.5m above A; (6) the tank contains CCl, ( s=1.59) to the level of A overlain with water having its free surface 1.5m above A; (c) the tank is closed and contains Exercise 3 only gas at a pressure of 41368 N/m²;c) Calculate the rise of a liquid of density p= 0.8 g cm-³ inside a square straw, with the cross section given by a square of side L = 2 mm. The surface tension for the solid- liquid interface is st = 200 mJ m-2 and for the solid-gas interface Ysg = 250 mJ m-².Fo = S0N, w= 20 haldls. - 4. Find Eom Sur the folluwing oysjem. K, = - lovu N/m Kq'n 500 N/m, C=500 Na3/m m- lo kg, r:5 em, Jo I kg-m Fo sinwL x(4)
- Find the resultant force f center of pressure for one Side of submerged area shoun in figure below. Water 1-3m 0.75 Fos 0.Sm hole of dia. = 0.6 m 1.5 K 1.5 tAnswer the following. A: When the pressure of liquid is increased from 3.5 MN/m² to 6.5 MN/m² its volume is found to decrease by (0.08) percent. What is the bulk modulus of elasticity of the liquid? B: An open cylindrical tank (1.2m) in diameter and (1.8m) deep is filled with water and rotated about its central axis at (60 r.p.m). How much liquid is spill and how deep of the water at the central axis.A submarine is traveling at a depth of ‘95’ kilometers in the ocean, where the gagepressure is 840 Kg(f)/cm2 . The density and bulk modulus of elasticity of water at the top surface of the ocean are 1025 kg/m3 and 24000 kg(f)/cm2 respectively. Find the following:(i) What will be the density of water at the depth of 2.0 kilometers?(ii) What will be specific volume and change of volume at that depth?(iii) What is the pressure at the top surface of the submarine? How much will bechanged in pressure if submarine change direction from North to East?
- Air P Question 5. 1,2 m wide AB gate is articulated from point A shown in the figure. The heights of the fluids are 6 and 2 for h1 and h2, respectively. Water A hi Considering the measured pressure P = -15 kN/m?, find the magnitude of the force Oil h2 *(kN) that will affect point B, in which the в force provides the balance in AB gate (SGoil = 0,75). Figure 5+ 141% - 98 / 865 THIS TOICE cS OWwu, uougn e ceo or me paraone secuon, or a ustance 3x/8 force on the dam is 3.75 ft over from the origin, as shown in Figs. E2.8b,c. The resultant hydrostatic F= (Fi+ F = [(899E3 lbf) + (499E3 Ibf)2 1028 x 10' lbf at 29 Ans. %3D This resultant is shown in Fig. E2.8c and passes through a point 8 ft up and 3.75 ft over from the origin. It strikes the dam at a point 5.43 ft over and 7.07 ft up, as shown. • Commenis: Note that entirely different formulas are used to calculate Fy and Fy. The concept of center of pressure CP is, in the writer's opinion, stretched too far when applied to curved surfaces. Resultant = 1028 x 10' Ibf acts along z = 10.083 – 0.5555x 3.75 ft Fy 499 x 10 Ibf F=899 x 10' Ibf Parabola z = 0.24x? 29 7.07 ft 8 ft 5.43 ft E2.8c pile How these values come ?1. A bubble (assuming perfectly spherical) was released from a depth of 120m in the body of water by a fish. Having its temperature constant while it travels from the depth of release to water surface, solve for the following: a. kPaabs when released b. bubble diameter at 60m depth c. bubble diameter at the water surface h2=60m h,=120m SG=1.03