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Fixed tempature points in the International Tempature Scale are phase equilibrium states for a varity of pure substances. Discuss the conditions nessary within an experimental apparatus to accurately reproduce these fixed tempature points. How would elevation, weather, and material pureity affect the uncertanity in these fixed points?
a 4m long quarter-circular gate of radius 3 m and of negligible weight is hinged aboutnbspits upper edge a. the gate
specifications for steel plate to be used in the construction of a certain bridge call for the minimum yield to be
the two sides of a v-shaped water trough are hinged to each other at the bottom where they meet as shown in figure q1
the rigid gateoab of fig. p2.58 is hinged ato and rests against a rigid support atb. what minimum horizontal forcep is
A ball is thrown vertically up with a velocity of 91 ft/sec at the edge of a 190-ft cliff. Calculate (a) the height h to which the ball rises and (b) the total time t after release for the ball to reach the bottom of the cliff.
Assuming this pressure creates a force of F = F 0sin( t / t0) on the bullet, determine the velocity of the bullet at any instant it is in the barrel. What is the bullet"s maximum velocity?
a first class lever in static equilibrium has a 50lb resistance force and 15lb effort force. the levers effort force is
If the rod experienced 28% uniform strain, calculated the load at the onset of necking.
discuss whether the following situations should be modeled as closed systems or open systems. clearly define the
Determine the internal normal force, shear force, and moment at point C in the simply supported beam. Point C is located just to the right of the 1500 couple moment.
Assuming that within metal crystals, the atoms can be considered as hard spheres in contact, sketch arrangement of atoms in a (100) plane, a (110) plane and a (111) plane of face-centered cubic structure. Determine the number of atoms contained wi..
Draw the shear force diagram for the beam and determine the position and magnitude of the maximum bending moment.
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