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Figure P16.57 shows a parabolic profile that will define the mandrel shape in a spinning operation. Determine the equation of the parabolic surface. If a spun part will be produced from a 10-mm thick blank, determine the minimum required blank diameter
If the resistivity of this alloy is dependent only on thermal and impurity considerations, find the amount of changes in length of the rod (in mm) when the temperature is changed from T1 to 1.47268x10^2 °C.
A rectangular beam 4 inches wide and 12 inches height must sustain a maximum bending stress of 12,500 Lbs/in^2. A) Sketch beam and show neutral axis. B) Solve for the maximum bending moment.
Stream with a specific weight of 38 N/m^3 is flowing with a velocity of 35 m/s through a circular pipe with f=0.0154. What is the shear stress at the pipe wall
explain how you would determine the mole fraction of the gas dissolved in the liquid at the interface at a specified temperature
A motorcyclist travels around a curved path that has a radius of 200 . While traveling around the curved path, the motorcyclist increases speed by 1.25 . a) If the motorcyclist starts from rest, determine the time needed to reach an acceleration of 5..
Assume the following equations for the total benefit and totalcost of a reservoir project as afunction of scale, Q, expressed asmillion gallons water delivered per day(MGD):
Determine the moment about O of the force which the band exerts on the hand B.
A 2005 Chrysler Town and Country MInivan has a frontal area of 2.9m2 and a drag coefficient of 0.35. A 2000 Honda Insight has a frontal area of 1.9m2 and a drag coefficient of 0.25.
How much will be in a high-yield account at the National Bank of Arizona 12 years from now if you deposit $5000 now and $7000 fi ve years from now. The account earns interest at a rate of 8% per year, compounded quarterly
Determine the dressed size, area, moment of inertia, and section modulus for the following members. Give values for both axes. Tables may be used (cite reference).
Similar to Problem 27.17, except xa = -52.53 mm, ya = 69.67 mm, xb = 26.30 mm, yb = -59.29 mm, line length AB = 4706 ft, and elevations of points A and B are 925 and 875 ft, respectively.
The engineering strains at a point on a building frame weredetermined by means of FEM as
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