Problem 2.1P Problem 2.2P: For the two-dimensional stress field shown in Fig. P2.1 suppose that xx = 2000 Ibt/ft2yy, = 3000... Problem 2.3P: A vertical, clean, glass piezometer tube has an inside diameter of 1 mm. When pressure is applied,... Problem 2.4P: P2.4 Pressure gages, such as the bourdon gage in Fig. P2.4, are calibrated with a deadweight piston.... Problem 2.5P: Quito, Ecuador, has an average altitude of 9350 ft. On a standard day, pressure gage A in a... Problem 2.6P Problem 2.7P: La Paz, Bolivia, is at an altitude of approximately 12,000 ft. Assume a standard atmosphere. How... Problem 2.8P: P2.8 Suppose, which is possible, that there is a half-mile deep lake of pure ethanol on the surface... Problem 2.9P: A storage tank, 26 ft in diameter and 36 ft high, is filled with SAE 30W oil at 20°C. (a) What is... Problem 2.10P: P2.10 A large open tank is open to sea-level atmosphere and filled with liquid, at 20°C, to a depth... Problem 2.11P Problem 2.12P Problem 2.13P Problem 2.14P Problem 2.15P Problem 2.16P Problem 2.17P Problem 2.18P: The system in Fig. P2.18 is at 20°C. If atmospheric pressure is 101.33 kPa and the pressure at the... Problem 2.19P Problem 2.20P: The hydraulic jack in Fig. P2.20 is filled with oil at 56 lbf/ft3. Neglecting the weight of the two... Problem 2.21P: At 20°C gage A reads 350 kPa absolute. What is the height h of the water in cm? What should gage B... Problem 2.22P: The fuel gage for a gasoline tank in a car reads proportional to the bottom gage pressure as in Fig.... Problem 2.23P Problem 2.24P Problem 2.25P Problem 2.26P Problem 2.27P: P2.27 Conduct an experiment to illustrate atmospheric pressure. Note: Do this over a sink or you may... Problem 2.28P Problem 2.29P Problem 2.30P Problem 2.31P: In Fig. P2.31 all fluids arc at 20°C. Determine the pressure difference (Pa) between points A and B. Problem 2.32P: For the inverted manometer of Fig. P2.32, all fluids arc at 20CC. If pB- pA= 97 kPa, what must the... Problem 2.33P Problem 2.34P Problem 2.35P: Water flows upward in a pipe slanted at 30°, as in Fig. P2.35. The mercury manometer reads h = 12... Problem 2.36P Problem 2.37P Problem 2.38P: If the pressure in container A in Fig. P2.38 is 200 kPa, compute the pressure in container B. Problem 2.39P Problem 2.40P Problem 2.41P: P2.41 The system in Fig. P2.41 is at 20°C. Compute the pressure at point A in lbf/ft2 absolute.
Problem 2.42P Problem 2.43P Problem 2.44P Problem 2.45P Problem 2.46P: In Fig. P2.46 both ends of the manometer are open to the atmosphere. Estimate the specific gravity... Problem 2.47P Problem 2.48P: The system in Fig. P2.4H is open to 1 atm on the right side. (a) If L = 120 cm, what is the ait... Problem 2.49P Problem 2.50P Problem 2.51P: Gate AB in Fig. P2.51 is 1.2 m long and 0.8 m into the paper. Neglecting atmospheric pressure,... Problem 2.52P: Example 2.5 calculated the force on plate AB and its line of action, using the moment-of-inertia... Problem 2.53P Problem 2.54P Problem 2.55P: Gate AB in Fig. P2.55 is 5 ft wide into the paper, hinged at A, and restrained by a stop at B. The... Problem 2.56P Problem 2.57P Problem 2.58P Problem 2.59P: Gate AB has length L and width b into the paper, is hinged at B, and has negligible weight. The... Problem 2.60P Problem 2.61P: Gale AB in Fig. P2.61 is homogeneous mass of 180 kg, 1.2 m wide into the paper, hinged at A, and... Problem 2.62P: Gale AB in Fig. P2.62 is 15 ft long and 8 ft wide into the paper and is hinged at B with a stop at... Problem 2.63P: The tank in Fig. P2.63 has a 4-cm-diameter plug at the bottom on the right. All fluids arc at 20°C.... Problem 2.64P Problem 2.65P Problem 2.66P Problem 2.67P Problem 2.68P: P2.68 Isosceles triangle gate AB in Fig. P2.68 is hinged at A and weighs 1500 N. What horizontal... Problem 2.69P: P2.69 Consider the slanted plate AB of length L in Fig. P2.69. (a) Is the hydrostatic forte F on the... Problem 2.70P Problem 2.71P Problem 2.72P Problem 2.73P: P2.73 Gate AB is 5 ft wide into the paper and opens to let fresh water out when the ocean tide is... Problem 2.74P Problem 2.75P Problem 2.76P Problem 2.77P: P2.77 The circular gate ABC in Fig. P2.77 has l-m radius and is hinged at B. Compute the force P... Problem 2.78P Problem 2.79P Problem 2.80P Problem 2.81P Problem 2.82P Problem 2.83P Problem 2.84P Problem 2.85P: P2.85 Compute the horizontal and vertical components of the hydrostatic force on the quarter-circle... Problem 2.86P Problem 2.87P: The bottle of champagne (SG = 0.96) in Fig. P2.87 is under pressure, as shown by the... Problem 2.88P Problem 2.89P Problem 2.90P: The lank in Fig. P2.90 is 120 cm long into the paper. Determine the horizontal and vertical... Problem 2.91P: The hemispherical dome in Fig. P2.91 weighs 30 kN and is filled with water and attached to the floor... Problem 2.92P: A 4-m-diameter water lank consists of two half cylinders, each weighing 4.5 kN/m, bolted together as... Problem 2.93P Problem 2.94P Problem 2.95P Problem 2.96P Problem 2.97P Problem 2.98P Problem 2.99P: The mega-magnum cylinder in Fig. P2.99 has a hemispherical bottom and is pressurized with air to 75... Problem 2.100P: Pressurized water fills the tank in Fig, P2.100. Compute the net hydrostatic force on the conical... Problem 2.101P Problem 2.102P Problem 2.103P Problem 2.104P Problem 2.105P: P2.105 it is said that Archimedes discovered the buoyancy laws when asked by King Hieno of Syracuse... Problem 2.106P Problem 2.107P Problem 2.108P: P2.108 A 7-cm-diameter solid aluminum ball (SG = 2.7) and a solid brass ball (SG = 8.5) balance... Problem 2.109P Problem 2.110P Problem 2.111P: P2.111 A solid wooden cone (SG = 0.729) floats in water. The cone is 30 cm high, its vertex angle is... Problem 2.112P: The uniform 5-m-long round wooden rod in Fig. P2.112 is tied to the bottom by a string. Determine... Problem 2.113P Problem 2.114P Problem 2.115P: P2.115 The 2-in by 2-in by 12-ft spar buoy from Fig. P2.113 has 5 lbm of steel attached and has gone... Problem 2.116P Problem 2.117P: The solid sphere in Fig. P2.117 is iron ( SG7.9 ). The tension in the cable is 600 lbf. Estimate the... Problem 2.118P Problem 2.119P Problem 2.120P Problem 2.121P Problem 2.122P Problem 2.123P Problem 2.124P Problem 2.125P Problem 2.126P Problem 2.127P Problem 2.128P Problem 2.129P Problem 2.130P Problem 2.131P Problem 2.132P Problem 2.133P Problem 2.134P Problem 2.135P: P2.135 Consider a homogeneous right circular cylinder of length L, radius ff, and specific gravity... Problem 2.136P Problem 2.137P Problem 2.138P Problem 2.139P: P2.139 The tank of liquid in Kg. P2.139 accelerates to the right with the fluid in rigid-body... Problem 2.140P: P2.140 The U-tube in Fig, P2.140 is moving to the right with variable velocity. The water level in... Problem 2.141P: The same tank from Prob. P2.139 is now moving with constant acceleration up a 30° inclined plane, as... Problem 2.142P Problem 2.143P Problem 2.144P Problem 2.145P: A fish tank 14 in deep by 16 by 27 in is to be carried in a car that may experience accelerations as... Problem 2.146P Problem 2.147P Problem 2.148P Problem 2.149P Problem 2.150P Problem 2.151P Problem 2.152P: P2.152 A 16-cm-diamctcr open cylinder 27 cm high is full of water. Compute the rigid-body rotation... Problem 2.153P Problem 2.154P Problem 2.155P Problem 2.156P Problem 2.157P Problem 2.158P Problem 2.159P Problem 2.160P Problem 2.161P Problem 2.1WP Problem 2.2WP Problem 2.3WP: W2.3 Consider a submerged curved surface that consists of a two-dimensional circular arc of... Problem 2.4WP Problem 2.5WP Problem 2.6WP: W2.6 Consider a balloon of mass m floating neutrally in the atmosphere, carrying a person/basket of... Problem 2.7WP Problem 2.8WP: W2.8 Repeat your analysis of Prob. W2.7 to let the car move at constant velocity and go around a... Problem 2.9WP Problem 2.1FEEP Problem 2.2FEEP: FE2.2 On a sea-level standard day, a pressure gage, moored below the surface of the ocean (SG = ... Problem 2.3FEEP Problem 2.4FEEP: In Fig, FE2,3, if the oil in region B has SG = 0,8 and the absolute pressure at point B is 14 psia,... Problem 2.5FEEP Problem 2.6FEEP Problem 2.7FEEP Problem 2.8FEEP Problem 2.9FEEP Problem 2.10FEEP Problem 2.1CP Problem 2.2CP Problem 2.3CP Problem 2.4CP Problem 2.5CP Problem 2.6CP Problem 2.7CP Problem 2.8CP Problem 2.9CP Problem 2.1DP Problem 2.2DP Problem 2.3DP: The Leary Engineering Company (see Popular Science, November 2000, p. 14) has proposed a ship hull... format_list_bulleted