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A level is set up midway between two wood stakes that are about 300 ft apart. The rod reading on stake A is 8.72 ft and it is 5.61 ft on stake B. The level is then moved to point B and set up so that the eyepiece end of the telescope is just touching the rod as it is held plumb on the stake. A reading of 5.42 ft is taken on the rod at B by sighting backward through the telescope. The level is then sighted on the rod held on stake A, where a reading of 8.57 ft is noted.
(a) What is the correct difference in elevation between the tops of stakes A and B?
(b) If the level had been in perfect adjustment, what reading would have been observed at A from the second setup?
(c) What is the line-of-sight error in 300?
(d) Describe how you would eliminate the line-of-sight error from the telescope.
In the construction of a two-span bridge (span length = L) by using span-by-span construction, why is a length of about 1.25L bridge segment is constructed in the first phase of construction?
The atmosphere is stable with a lapse rate of -0.2C/100m. The surface air temperature is 15C. A parcel of air is released at the ground with a temperature of 25C. Calculate the maximum mixing height in meters.
An increment of vertical stress of150kpa compress the sample to a void ratio of1.43. What is the over consolidation ratio of the soil at the unloaded condition.
A single strain gage is cemented to a solid 4-in diameter steel shaft at an angle B = 25 degrees with a line parallel to the axis of the shaft. Knowing that G = 11.6*10^6 psi
A container ship carries 2000 units. It must be unloaded andre-loaded in a 48 hr turnaround. Two cranes are available. Find therate that the trucks line up, load and pass under each crane.
Set up a table showing curve elevations at the PVC, at the PVT, and at the half-station points along the curve. Compute the station and elevation of the curve turning point.
The surface elevations of A, B, and C are 95 m, 110 m, and 135 m respectively. The depth of water in A is 10 m, in B is 40 m, and in C is 35 m. Make a map of the piezometric surface, drawing equipotential lines at increments of 5 m.
Plot the mass flow parameter m. 0(AP0) versus the Mach number for k =1.2, 1.4, and 1.6 in the range of 0 ≤ Ma ≤ 1.
The moist unit weight of a soil is 119.5 pcf. For a moisture content of 12% and Gs=2.65, calculate the following;
Two changes to the CAFE standard for US automobiles are being considered. A more conservative increase from 27.5 mpg in 2011 to 35 mpg by 2020 is supported widely in Washington. California and 13 other states + the District of Columbia hope to increa..
Calculate the extreme-fibre stresses at mid-span for a simply supported prestressed concrete beam with a depth of 750mm, width 370mm and span of 7m under working live load of 65 kN/m and self-weight. The prestressing force.
Water enters a two-armed lawn sprinkler along the vertical axis (normal to the page) at a rate of 80 L/s and leaves the sprinkler nozzles as 1.5-cm diameter jets at an angle of from the tangential direction.
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