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Similar to Problem 20.43, except the convergence angle is -1°02'20.7" and the arcto- chord correction is -0.6".
Problem 20.43:
The grid azimuth of a line is 102°37'08". If the convergence angle at the end point of the azimuth is 2°05'52.9" and the arc-to-chord correction is 0.7", what is the geodetic azimuth of the line?
Describe a dynamic programming algorithm to find an independent set of T such that the sum of numbers of nodes in the set is the largest among all possible independent sets of T.
determine the values of relative to axes fixed to an observer O in the grandstand G as shown
The joists from the previousquestion are supported by concrete beams that are 300mm wide by 500mm deep. The concretebeams span 8.4m. Assume the beam is also simply supported. The weight of the joistis 1.04 KN/m.
Nighttime traffic on a single lane of rural highway is light, with a flow of 40 vehicles/hour , and is well described by a Poisson arrival process.
A 20-foot long W8X67 is suspended from one end. If the modulus of elasticity is 29,000ksi, determine the following.
The uniform steel shaft has two gears attached to it at B and C, two frictionless bearings, and the motor. The motor generates 15kip·in and the gears consume 10kip·in and 5kip·in. Find the diameter of the shaft if the maximum rotation between A an..
three bars each made of different materials are connected together and placed between two walls when temperature is t1
A runs slope a distance of 156.777 m from one point to another point at a rate of +1.5%. What is the corresponding horizontal distance between the points?
During an experiment, the depth of a water flow in a flume is measured five times by using a ruler with 1/16-in division. The results from these measurements are 4.88 in, 5.06 in, 5.03 in, 5.13 in, 4.94 in. What is the instrumental error and what ..
A 32mm rebar with a guage length of 200mm was subjected to tension to fracture according to ASTM E-8 method. The load and deformation data were as shown in table below.
The direct strain at an angle of 30o,to one of theprincipal axes was 1.34x10-3 and the corresponding shearstrain was 8.52x10-4. Calculate as many principal or maximum strains at the point
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?
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