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Similar to Problem 12.18, except for the traverse of Problem 10.26.
Problem 12.18:
Plot the lot of Problem 10.25 to a scale of 1 in. = 100 ft. Determine its surrounded area using a planimeter.
Problem 10.25:
Determine the lengths and bearings of the sides of a lot whose corners have the following X and Y coordinates (in feet):A (5000.00, 5000.00); B (5289.67, 5436.12); C (4884.96, 5354.54);D (4756.66, 5068.37). Problem 10.26:
Compute the lengths and azimuths of the sides of a closed-polygon traverse whose corners have the following X and Y coordinates (in meters): A (8000.000, 5000.000); B (2650.000, 4702.906); C (1752.028, 2015.453); D (1912.303, 1511.635).
A 1 m diameter mass, M is connected to a 2 m wide rectangular gate. The gar is to open when the water level ,h, drops below 2.5 m. Determine the required value for M.
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Determine the produce of Inertia, Ixy, for the shaded area to the right using integration. Use the parallel axis theorem to find Ibarxy, the product of inertia with respect to the centroidal axes.
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Determine the required constant tension TB if the speed of the tape is increased by 4 m/s in 0.3 seconds and the corresponding tension in the portion of the tape between the drums.
Determine the batch weights needed for all materials for a 1yd^3 batch yielding an f'c= 2500 psi given the following information.
The total saturated thickness of the aquifer is 15 m. Predict the concentration distribution along the water table after 5110 days, assuming a linear groundwater velocity of 1.6x10-3; dispersivities in x, y, and z of 5.0 m, 0.5 m, and 0.1 m
(a) Use differentiation to find a general expression for the rocket's velocity as a function of time, (b) When is the velocity zero?
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