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During a certain activity, a hinged knee prosthesis (material is CoCr - Endurance Strength = 330 MPa) is subjected to a cyclically varying bending moment with a mean value of 0 N mm. The maximum bending moment acting on the stem of the prosthesis is equivalent to the body weight of 700 N acting at 40 mm from center of the stem. The stem is assumed to have a square section of side 11 mm. Is there any likelihood of a stem fracture? Use the most conservative fatigue failure criteria.
a cantilevered steel pipe tower 80 m tall is being considered for a new wind turbine. the weight of the turbine is 3400
At the proportional limit, a 30 mm wide × 12 mm thick bar elongates 2.0 mm under an axial load of 41.5 kN. The bar is 1.5-m long. If Poisson’s ratio (ratio between longitudinal and lateral deformations) is 0.33 for the material, determine:
the velocity of falling parachute is computed asvtgmc 1-e-cmtwhere g9.8ms2 m50kg c12.5.use 3 terms of taylor series to
a 50 kg cast iron block at 500 k 226.85 deg c is thrown into a large lake that is at a temp of 285 k. the iron block
a power washer used to clean the sidingof a hosue has water entering through a hose at 20c 1atm and avelocity of 0.2ms.
A worker in factory wants to load a cylindrical specimen of metal alloy in compression. The elastic and shear modulus for this alloy is 105GPa and 39.7 GPa, respectively. If its original and final diameters are 20mm and 20.025mm respectively and its ..
A machine of mass 400 kg operates at 1500 rpm and has an unbalanced which causes a harmonic repeated force pf magnitude 20,000 N. Design an isolation system to limit the transmitted force to 3,500 N and the amplitude of vibration during operation to ..
A steam turbine is operating at a steady state with a mass flow rate of 3682 kg/h at the inlet. The power output of the turbine is 8700 kW. Steam enters the turbine at a pressure of 40 bar, temperature of 320 oC, and with a velocity of 13 m/s.
why use the penalty method for implementing boundary conditions? what are the advantagesdisadvantages of direct versus
for a brittle material that has a crack of length 0.04mm and flexural strength and elastic modulus values of 88.1 mpa
a 2-cm long section of a 3-mm in diameter wire is maintained at a constant surface temperature of 370c. the wire is
Concrete has a density of 2500 kg/m3 and a compressive strength of 30 MPa. What is the maximum height of a column of concrete that can support its own weight? Does the radius of the column matter?
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