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The problem figure shows original record distances. Corners A, B, C, and D are found, but corner E is lost. Measured distances are AB = 10,602.97 and CD = 10,718.03 ft. Explain how to establish corner E. (See the following figure.)
To restore the corners in Problems 22.21 through 22.24, which method is used, single proportion or double proportion?
Problem 22.21:
Township corners on guide meridians; section corners on range lines.
Problem 22.24:
Quarter-quarter-section corners on section lines.
You are given that a piece of rope is 90.5 ft long. The distance between the poles holding the rope is 90 ft. We are to find the tensions in both sides of the rope for someone walking across the rope and the deflection
The pollutant has a reaction rate coeeficient k of 0.25/day. Assuming is pollutant is well mixed in the lake, find the steady-state concentration of pollutant in the lake.
A steel cylinder tank is 10 ft in diameter, 15 ft high, and is filled with a brine solution. Brine weighs 10 lbf/gal. The thickness of the steel shell is 1/2 in. The cylinder sits on a concrete pad 12ft x 12ft .
Assume 0.1 kg of air initially at 200 kPa and 300 K undergoes an isothermal compression process to a volume of 0.02 m3. Find the work done in the process and the final pressure. Sketch the process on a P-V diagram.
you are working as a project analyst for the local gas utility and you have been placed on a project to install an
A triaxial test was performed on a dry, cohesionless soil under confining pressure of 144 kN/m^2. If the sample failed when the deviator stress reached 395.8 kN/m^2, determine the soil's angle of internal friction.
Why do the X components of the reaction forces need to be considered when resolving the moment about point A
A typical propane tank that we use for barbeque initially contains a pressure of 10 psi. The pressure is low, so we take it to the local store to fill the tank with more propane. After filling,the pressure is 100 psi.
A ferric chloride dosage of 40 mg/l and an equivalent dosage of lime are used to coagulate a water.
If the allowable shear stress is 100 MPa, calculate the maximum shear force V that a W460 X 60 structural steel wide flange is capable of resisting. Use the average web shear approach.
If this rod is to be used again with an initially straight axis, determine the maximum permissible deflection that may be allowed during testing procedures. Young's Modulus = 210 kN/mm2 and Yield stress of the steel= 240 N/mm2.
What ceiling and ß oor materials are used in each? Why?
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