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A building is expected to increase the vertical stress at the center of a 2-m-thick clay layer by 100 kPa. If mv is 4 × 10-4 m2 /kN, calculate the primary consolidation settlement.
The four approach volumes per day at this intersection are 28,648, 23,856, 12,150, and 10,174. The crash totals for the last 3 years are 91, 96, and 87. What is the annual crash rate for this intersection
Use modern software tools to analyze a structural system of a building.
Estimate the fatigue strength of a rotating-beam made of AISI 1035 CR steel corresponding to a life of 10^5 cycles of stress reversal. Also, estimate the life of the specimen corresponding to stress apmlitude of 60 ksi.
What is the second year book value for equipment with an initial cost of $11,000, a salvage value of 1,000 and a recovery period of 5 yrs for A. straight line depreciation. B. Double declining balance. C. MACRS?
Determine the maximum allowable misclose for this engineering survey using the formula based on the munber of instriunent stations used in the work.
Determine the mole fraction of argon that ionizes according to the reaction Ar ? Ar+ + e -at 10,000 K and 0.35 atm (KP = 0.00042 for this reaction).
For case the study shown in figure below, explain how the consolidation process could be expected due to the consolidation of the clay layer, and estimate the period over which this will take place.
For almost all new coal plants, Clean Air Act emission standards limit emissions of sulfur dioxide (SO2) to 260 grams per million kJ of heat input (fuel value). They also restrict particulate emissions to 13 g/106 kJ.
Two hemispheric shells are perfectly sealed together, and the internal pressure is reduced to 43 % of atmospheric pressure. The inner radius is 10.5 cm, and the outer radius is 10.75 cm. The seal is located halfway between the inner and outer radi..
Two identical spheres of radius 8 in . and weighing 2 lb on the surface of the earth are placed in contact. find the gravitational attraction between them .
Determine the minimum size of the pad footing 2 metres wide for a steel column if a factor of safety of 2.0 is recommended (include an estimate of self weight of the footing in your calculations). The total load of the column is 447.644kN
The member is 24ft long with pinned end supports and is laterally supported in the weak direction at the one-third points of the total column length. Use 50 ksi steel.
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