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irodov_problems_in_general_physics_2011
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1.290. What pressure has to be applied to the ends of a steel cyl- inder to keep its length constant on raising its temperature by 100 °C? 1.291. What internal pressure (in the absence of an external pres- sure) can be sustained (a) by a glass tube; (b) by a glass spherical flask, if in both cases the wall thickness is equal to Or = 1.0 mm and the radius of the tube and the flask equals r = 25 mm? 1.292. A horizontally oriented copper rod of length 1 = 1.0 m is rotated about a vertical axis passing through its middle. What is the number of rps at which this rod ruptures? 1.293. A ring of radius r = 25 cm made of lead wire is rotated about a stationary vertical axis passing through its centre and per- pendicular to the plane of the ring. What is the number of rps at which the ring ruptures? 1.294. A steel wire of diameter d = 1.0 mm is stretched horizon- tally between two clamps located at the distance 1 = 2.0 m from each other. A weight of mass m = 0.25 kg is suspended from the mid- point 0 of the wire. What will the resulting descent of the point 0 be in centimetres? 1.295. A uniform elastic plank moves over a smooth horizontal plane due to a constant force Fodistributed uniformly over the end face. The surface of the end face is equal to S, and Young's modulus of the material to E. Find the compressive strain of the plank in the direction of the acting force. 1.296. A thin uniform copper rod of length 1 and mass m rotates uniformly with an angular velocity w in a horizontal plane about a vertical axis passing through one of its ends. Determine the tension in the rod as a function of the distance r from the rotation axis. Find the elongation of the rod. 1.297. A solid copper cylinder of length 1 = 65 cm is placed on a horizontal surface and subjected to a vertical compressive force F = 1000 N directed downward and distributed uniformly over the end face. What will be the resulting change of the volume of the cylinder in cubic millimetres? 1.298. A copper rod of length 1 is suspended from the ceiling by one of its ends. Find: (a) the elongation Al of the rod due to its own weight; (b) the relative increment of its volume AVIV. 1.299. A bar made of material whose Young's modulus is equal to E and Poisson's ratio to 11, is subjected to the hydrostatic pressure p. Find: (a) the fractional decrement of its volume; (b) the relationship between the compressibility 3and the elastic constants E (^) and 1.1. Show that Poisson's ratio IA cannot exceed 1/2. 1.300. One end of a steel rectangular girder is embedded into a wall (Fig. 1.74). Due to gravity it sags slightly. Find the radius of curvature of the neutral layer (see the dotted line in the figure) in 59
the vicinity of the point 0 if the length of the protruding section of
Fig. 1.74.
the girder is equal to 1 = 6.0 m and the thickness of the girder equals h= 10 cm. 1.301. The bending of an elastic rod is described by the elastic curve passing through centres of gravity of rod's cross-sections. At small bendings the equation of this curve takes the form d2y N (x)— EI dx2 ,
where N (x) is the bending moment of the elastic forces in the cross- section corresponding to the x coordinate, E is Young's modulus, I is the moment of inertia of the cross-section relative to the axis pass- ing through the neutral layer (I = .z2dS, Fig. 1.75). Suppose one end of a steel rod of a square cross-section with side a is embedded into a wall, the protruding section being of length 1
dS
Neutral layer
Fig. 1.75. Fig. 1.76.
(Fig. 1.76). Assuming the mass of the rod to be negligible, find the shape of the elastic curve and the deflection of the rod X, if its end A experiences (a) the bending moment of the couple N0; (b) a force F oriented along the y axis. 1.302. A steel girder of length 1 rests freely on two supports (Fig. 1.77). The moment of inertia of its cross-section is equal to I (see the foregoing problem). Neglecting the mass of the girder and assuming the sagging to he slight, find the deflection X due to the force F applied to the middle of the girder. 1.303. The thickness of a rectangular steel girder equals h. Using the equation of Problem 1.301, find the deflection X caused by the weight of the girder in two cases: (a) one end of the girder is embedded into a wall with the length of the protruding section being equal to 1 (Fig. 1.78a); (b) the girder of length 21 rests freely on two supports (Fig. 1.78b).
1.311. What work has to be performed to make a hoop out of a steel band of length 1 = 2.0 m, width h = 6.0 cm, and thickness 6 = 2.0 mm? The process is assumed to proceed within the elasticity range of the material. 1.312. Find the elastic deformation energy of a steel rod whose one end is fixed and the other is twisted through an angle cp = 6.0°. The length of the rod is equal to 1 = 1.0 m, and the radius to r = = 10 mm. 1.313. Find how the volume density of the elastic deformation energy is distributed in a steel rod depending on the distance r from its axis. The length of the rod is equal to 1, the torsion angle to (p. 1.314. Find the volume density of the elastic deformation energy in fresh water at the depth of h = 1000 m.
1.7. HYDRODYNAMICS
where R and 1 are the tube's radius and length,^ pi^ —^ p2 is the pressure differ- ence between the ends of the tube.
1.315. Ideal fluid flows along a flat tube of constant cross-section, located in a horizontal plane and bent as shown in Fig. 1.80 (top view). The flow is steady. Are the pressures and velocities of the fluid equal at points / and 2? What is the shape of the streamlines? 1.316. Two manometric tubes are mounted on a horizontal pipe of varying cross-section at the sections Siand 82 (Fig. 1.81). Find
(1.7a)
Fig. 1.82.
the volume of water flowing across the pipe's section per unit time if the difference in water columns is equal to Ah. 1.317. A Pitot tube (Fig. 1.82) is mounted along the axis of a gas pipeline whose cross-sectional area is equal to S. Assuming the vis- cosity to be negligible, find the volume of gas flowing across the
Fig. 1.80. Fig. 1.81.
section of the pipe per unit time, if the difference in the liquid col- umns is equal to Ah, and the densities of the liquid and the gas are Po and p respectively; 1.318. A wide vessel with a small hole in the bottom is filled with water and kerosene. Neglecting the viscosity, find the velo- city of the water flow, if the thickness of the water layer is equal to h1= 30 cm and that of the kerosene layer to h2= 20 cm. 1.319. A wide cylindrical vessel 50 cm in height is filled with water and rests on a table. Assuming the viscosity to be negligible, find at what height from the bottom of the vessel a small hole should be perforated for the water jet com- ing out of it to hit the surface of the table at the maximum distance /maxfrom the vessel. Find /max. 1.320. A bent tube is lowered into a water stream as shown in Fig. 1.83. The velocity of the stream relative to the tube is equal to v = 2.5 m/s. The closed upper end of the tube located at the height 12, 0= 12 cm has a small orifice. To what height h will the water jet spurt? 1.321. The horizontal bottom of a wide vessel with an ideal fluid has a round orifice of radius R1 over which a round closed cylinder is mounted, whose radius 112 >111 (Fig. 1.84). The clearance between the cylinder and the bottom of the vessel is very small, the fluid den- sity is p. Find the static pressure of the fluid in the clearance as a function of the distance r (^) from the axis of the orifice (and the cylin- der), if the height of the fluid is equal to h. 1.322. What work should be done in order to squeeze all water from a horizontally located cylinder (Fig. 1.85) during the time t by means of a constant force acting on the piston? The volume of wa- ter in the cylinder is equal to V, the cross-sectional area of the ori-