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What soil conditions favor the use of belled caissons? What soil conditions favor piles over caissons? What type of piles are especially well suited to repair or improvement of existing foundations and why?
A 100 lb force vector F is aligned from A to B. Point A is located at the coordinates (2, 2, 2) and point B at (4,5,6). Calculate the moment of F about the y axis.
Estimate the size of a uniform, horizontal welded-steel pipe installed to carry 14.0 ft^3/sec of water 20 degreesC. The allowable pressure loss resulting from friction is 17ft/mi of pipe length.
diameter spaced longitunally every 6 in. Knowing that the average allowable shearing stress in the bolts is 10.5 ksi, determine the largest allowable vertical shear in the beam.
given the following cost expenditures for small warehouse answer project calculate the peak financial requirement, average overdraft.
A 6 lane highway has 12 ft lanes and a crown cross-slope of 0.02 ft/ft. The design speed of the road is 60 mph. The station of the PC is 20+00. Determine the station of the point where th superelevation runoff begins
Amomonia enters a refregeration system compressor operating at steady state at -18C, 138kPa. and exit at 150C, 1724kPa. The magitude of the power input to the compressor is 7,5kW and there is heat tranfser from the compressor to the surroundings at a..
Use specific heat values at room temperature, and assume the room to be at 100 kPa and 15°C in the morning when she leaves.
The pipe has an outside diameter of 60mm and an inside diameter of 50mm. Find the torsional moment T if the maxiumum shear stress is 80MPa.
What are the inside dimensions of a window opening in a wall of modular bricks with 38 inch (9.5-mm) mortar joints if the opening is 612 bricks wide and 29 courses high?
Draw a framing plan and typical connections for the building.
The flow is fully developed and laminar. Make use of the Navier Stokes equation to determine the relationship between the discharge and the other parameters involved, for the case in which the change in pressure along the channel is zero.
Draw free body diagram of columns and beams for section AA. Assume EI as constant throughout, and consider the dimensions and loads given in excel file attached.
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