Engineering Mechanics: Statics & Dynamics (14th Edition)
Engineering Mechanics: Statics & Dynamics (14th Edition)
14th Edition
ISBN: 9780133915426
Author: Russell C. Hibbeler
Publisher: PEARSON
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Chapter 10.8, Problem 95P
To determine

The moment of inertia of the assembly about an axis passing through the point A.

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Problem (17): water flowing in an open channel of a rectangular cross-section with width (b) transitions from a mild slope to a steep slope (i.e., from subcritical to supercritical flow) with normal water depths of (y₁) and (y2), respectively. Given the values of y₁ [m], y₂ [m], and b [m], calculate the discharge in the channel (Q) in [Lit/s]. Givens: y1 = 4.112 m y2 = 0.387 m b = 0.942 m Answers: ( 1 ) 1880.186 lit/s ( 2 ) 4042.945 lit/s ( 3 ) 2553.11 lit/s ( 4 ) 3130.448 lit/s
Problem (14): A pump is being used to lift water from an underground tank through a pipe of diameter (d) at discharge (Q). The total head loss until the pump entrance can be calculated as (h₁ = K[V²/2g]), h where (V) is the flow velocity in the pipe. The elevation difference between the pump and tank surface is (h). Given the values of h [cm], d [cm], and K [-], calculate the maximum discharge Q [Lit/s] beyond which cavitation would take place at the pump entrance. Assume Turbulent flow conditions. Givens: h = 120.31 cm d = 14.455 cm K = 8.976 Q Answers: (1) 94.917 lit/s (2) 49.048 lit/s ( 3 ) 80.722 lit/s 68.588 lit/s 4
Problem (13): A pump is being used to lift water from the bottom tank to the top tank in a galvanized iron pipe at a discharge (Q). The length and diameter of the pipe section from the bottom tank to the pump are (L₁) and (d₁), respectively. The length and diameter of the pipe section from the pump to the top tank are (L2) and (d2), respectively. Given the values of Q [L/s], L₁ [m], d₁ [m], L₂ [m], d₂ [m], calculate total head loss due to friction (i.e., major loss) in the pipe (hmajor-loss) in [cm]. Givens: L₁,d₁ Pump L₂,d2 오 0.533 lit/s L1 = 6920.729 m d1 = 1.065 m L2 = 70.946 m d2 0.072 m Answers: (1) 3.069 cm (2) 3.914 cm ( 3 ) 2.519 cm ( 4 ) 1.855 cm TABLE 8.1 Equivalent Roughness for New Pipes Pipe Riveted steel Concrete Wood stave Cast iron Galvanized iron Equivalent Roughness, & Feet Millimeters 0.003-0.03 0.9-9.0 0.001-0.01 0.3-3.0 0.0006-0.003 0.18-0.9 0.00085 0.26 0.0005 0.15 0.045 0.000005 0.0015 0.0 (smooth) 0.0 (smooth) Commercial steel or wrought iron 0.00015 Drawn…

Chapter 10 Solutions

Engineering Mechanics: Statics & Dynamics (14th Edition)

Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Determine the moment of inertia of tire area about...Ch. 10.3 - Determine the moment of inertia of the area about...Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Determine the moment of inertia about the x axis.Ch. 10.3 - Determine the moment of inertia about the y axis.Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.3 - Prob. 23PCh. 10.3 - Determine the moment of inertia for the shaded...Ch. 10.4 - Determine the moment of inertia of the beams...Ch. 10.4 - Prob. 6FPCh. 10.4 - Prob. 7FPCh. 10.4 - Prob. 8FPCh. 10.4 - Determine the moment of inertia of the composite...Ch. 10.4 - Determine the moment of inertia of the composite...Ch. 10.4 - Prob. 27PCh. 10.4 - Determine the location y of the centroid of the...Ch. 10.4 - Determine,y, which locates the centroidal axis x...Ch. 10.4 - Determine the moment of inertia for the beams...Ch. 10.4 - Determine the moment of inertia for the beams...Ch. 10.4 - Determine the moment of inertia Ix of the shaded...Ch. 10.4 - Determine the moment of inertia Ix of the shaded...Ch. 10.4 - Determine the moment of inertia of the beams...Ch. 10.4 - Determine, g, which locates the centroidal axis z...Ch. 10.4 - Determine the moment of inertia about the x axis.Ch. 10.4 - Determine the moment of inertia about the y axis.Ch. 10.4 - Prob. 38PCh. 10.4 - Prob. 39PCh. 10.4 - Prob. 40PCh. 10.4 - Prob. 41PCh. 10.4 - Prob. 42PCh. 10.4 - Prob. 43PCh. 10.4 - Prob. 44PCh. 10.4 - Prob. 45PCh. 10.4 - Prob. 46PCh. 10.4 - Determine the moment of inertia for the shaded...Ch. 10.4 - Prob. 48PCh. 10.4 - Prob. 49PCh. 10.4 - Prob. 50PCh. 10.4 - Determine the moment of inertia for the beams...Ch. 10.4 - Prob. 52PCh. 10.4 - Prob. 53PCh. 10.7 - Prob. 54PCh. 10.7 - Prob. 55PCh. 10.7 - Determine the product of inertia for the shaded...Ch. 10.7 - Prob. 57PCh. 10.7 - Prob. 58PCh. 10.7 - Prob. 59PCh. 10.7 - Prob. 60PCh. 10.7 - Prob. 61PCh. 10.7 - Prob. 62PCh. 10.7 - Prob. 63PCh. 10.7 - Determine the product of inertia for the beams...Ch. 10.7 - Prob. 65PCh. 10.7 - Prob. 66PCh. 10.7 - Prob. 67PCh. 10.7 - Prob. 68PCh. 10.7 - Prob. 69PCh. 10.7 - Prob. 70PCh. 10.7 - Solve Prob. 10-70 using Mohrs circle Hint. To...Ch. 10.7 - Prob. 72PCh. 10.7 - Solve Prob. 10-72 using Mohrs circle.Ch. 10.7 - Prob. 74PCh. 10.7 - Solve Prob. 10-74 using Mohrs circle.Ch. 10.7 - Prob. 76PCh. 10.7 - Solve Prob. 10-76 using Mohrs circle.Ch. 10.7 - Prob. 78PCh. 10.7 - Prob. 79PCh. 10.7 - Prob. 80PCh. 10.7 - Solve Prob. 10-80 using Mohrs circle.Ch. 10.7 - Prob. 82PCh. 10.7 - Solve Prob. 10-82 using Mohrs circle.Ch. 10.8 - Prob. 84PCh. 10.8 - Prob. 85PCh. 10.8 - Prob. 86PCh. 10.8 - Prob. 87PCh. 10.8 - Determine the moment of inertia of the homogenous...Ch. 10.8 - Determine the moment of inertia of the...Ch. 10.8 - Prob. 90PCh. 10.8 - The concrete shape is formed by rotating the...Ch. 10.8 - Prob. 92PCh. 10.8 - The right circular cone is formed by revolving the...Ch. 10.8 - Prob. 94PCh. 10.8 - Prob. 95PCh. 10.8 - The pendulum consists of a 8-kg circular disk A, a...Ch. 10.8 - Determine the moment of inertia Ix of the frustum...Ch. 10.8 - Prob. 98PCh. 10.8 - Prob. 99PCh. 10.8 - Prob. 100PCh. 10.8 - Prob. 101PCh. 10.8 - Prob. 102PCh. 10.8 - Prob. 103PCh. 10.8 - Prob. 104PCh. 10.8 - Prob. 105PCh. 10.8 - Prob. 106PCh. 10.8 - Prob. 107PCh. 10.8 - Prob. 108PCh. 10.8 - Prob. 109PCh. 10.8 - Prob. 1RPCh. 10.8 - Prob. 2RPCh. 10.8 - Prob. 3RPCh. 10.8 - Prob. 4RPCh. 10.8 - Prob. 5RPCh. 10.8 - Determine the product of inertia of the shaded...
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