Applied Fluid Mechanics. Solutions Manual by Robert L. Mott

By Robert L. Mott

For undergraduate-level classes in Fluid Mechanics or Hydraulics in Mechanical, Chemical, and Civil Engineering expertise and Engineering courses. the preferred applications-oriented method of engineering expertise fluid mechanics, this article covers all the simple ideas of fluid mechanics-both statics and dynamics-in a transparent, sensible presentation that ties conception on to actual units and platforms utilized in chemical procedure industries, production, plant engineering, waste water dealing with and product layout. Readable and obviously written, the hot sixth version brings a way more beautiful visual appeal to the publication and comprises many updates and extra good points.

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Wdrums + wwood + wload − FbD − Fbw = 0 wdrums = 4(30 lb) = 120 lb (Prob. 5 lb (Prob. 32) FbD = 1801 lb (Prob. 6 lb (Prob. 00 ft3) = 256 lb wC = 600 lb; VC = wC = Fnet = 600 − 256 − 300 = 44 lb down—OK—block sits on bottom. 00 in would tend to submerge entire float. But additional buoyant force on float is sufficient to lift concrete block off sea floor. 33 in above surface With concrete block suspended, float is unrestrained and it would drift with the currents. 42 From Prob. 43 From Prob. 44 From Prob.

00 in. 00 in, use figure below. 30 kN FU > FD It will float. 2740 kN = 274 N; because w = 277 N > Fb—It will sink. 14 From Prob. 9 lb/ft > γw - cube would tend to float. 81 kN/m —it would float. 8836 m3 Entire hemisphere is submerged. 082 m) ( ) Wt. 30 From Prob. 6875 ft3 ends Vol. 196 ft3 sub. 34 4 Drums Weigh 4(30 lb) = 120 lb Wt. of platform and load = 1801 − 120 = 1681 lb See Prob. 63 for method of computing AS. wdrums + wwood + wload − FbD − Fbw = 0 wdrums = 4(30 lb) = 120 lb (Prob. 5 lb (Prob.

61 mm Because wt. of bar is >> wt. 51 From Prob. 30, X = 118 mm VS = Vol. 073 × 104 mm3 π DC2 ×X VCS = Sub. vol. 139 × 105 mm3 D yS = cb of steel bar = S = 19 mm 2 yCS = cb of sub. vol. 2 mm ycg is very low because wt. of bar is >> wt. 52 54 From Prob. 22, Fig.

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