Numerical Methods For Engineers, 7 Ed
Numerical Methods For Engineers, 7 Ed
7th Edition
ISBN: 9789352602131
Author: Canale Chapra
Publisher: MCGRAW-HILL HIGHER EDUCATION
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Chapter 5, Problem 15P

As depicted in Fig. P5.15, the velocity of water, v ( m/s ) , discharged from a cylindrical tank through a long pipe can be computed as

v = 2 g H tanh ( 2 g H 2 L t )

Chapter 5, Problem 15P, As depicted in Fig. P5.15, the velocity of water, v(m/s), discharged from a cylindrical tank through

FIGURE P5.15

where g = 9.81 m/s 2 , H = initial head ( m ) , L = pipe length ( m ) , and t = elapsed time ( s ) . Determine the head needed to achieve v = 5  m/s in 2 .5 s for a 4-m-long pope (a) graphically, (b) by bisection, and (c) with false position. Employ initial guesses of x l = 0  and  x u = 2 m with a stopping criterion of ε s = 1 % . Check you results.

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A wheel of diameter 150.0 mm and width 37.00 mm carrying a load 2.200 kN rolls on a flat rail. Take the wheel material as steel and the rail material as cast iron. Assume the figure given, which is based on a Poisson's ratio of 0.3, is applicable to estimate the depth at which the maximum shear stress occurs for these materials. At this critical depth, calculate the Hertzian stresses σr, σy, σz, and Tmax for the wheel. 1.0 0.8 0, т Ratio of stress to Pmax 0.4 0.6 90 69 0.2 0.5b b 1.5b Tmax 2b Distance from contact surface The Hertizian stresses are as follows: 02 = or = -23.8 psi for the wheel =| necessary.) σy for the wheel =| MPa σz for the wheel = MPa V4 for the wheel = | MPa 2.5b ཡི 3b MPa (Include a minus sign if
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Numerical Methods For Engineers, 7 Ed

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