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Design a fourbar linkage to carry the box in Figure PS-4 from position 1 to 3 without regard for the fixed pivots shown. Use points A and B for your attachment points. Determine the range of the transmission angle. The fixed pivots should be on the base.
A ski lift has a one-way length of 1495m and a vertical rise of 285 m. The chairs are spaced 23 m apart, and each chair can seat three people. The lift is operating at a steady speed of 12 km/h.
a unifrom circular disk which rolls with a velocity v without slipping encounters an abrupt change in the direction of
NOTE: If you don't have access to MATLAB, please download Scilab, a free open-source software with similar functionality. Several functions in both software are identical (such as ss2tf) whereas others have slightly modified forms (lsim in MATLAB bec..
the block is subjected to a compressive force of 2kn. determine the average normal and average shear stress developed
an ideal gas of molar mass m is located in a uniform gravitational field whose free fall acceleration is g. a find the
a steel beam of total length 3m is simply supported at the ends by pin-jointed supports a and c. a diagrammatic
Two kilograms of Refrigerant134a, initially at 2 bar and occupying a volume of 0.12 m3, undergoes a process at constant pressure until the volume has doubled. Kinetic and potential energy effects are negligible. Determine the work and heat transfe..
materials have been used in engineering applications for thousands of years. sometimes these engineering structures or
a turbine operates at steady state with steam flowing through it at a rate of 36 kgmin. the steam enters the turbine at
Steam enters the turbine of a simple vapor power plant with a pressure of 160 bar and a temp of 560 C and expands adiabatically to 0.08 bar
what are the commpressive stresses induced by thermal expansion in a cs pipe lined with a zirconium tube that is
Derive a counterpart for the case of plane strain in the xz-plane of the compatibility equation shown in Problem 4.15 for plane stress. How does this plane strain result differs from the compatibility equation for plane stress?
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