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Using a total station, a vertical angle of +5 28'12" was taken to a target set...
to (30 pts) A vertical angle of 18 20 30 is measured to the tip of...
to (30 pts) A vertical angle of 18 20 30 is measured to the tip of a tower from an instrument set up 2920 nway from then tower, measured horizontally. The telescope of the instrument is s.25 ft above the eround station, whose elevation is 415.65 ft. Taking into consideration both curvature and refraction effects, what is the elevation of the tower? 1 1- (20 pts) The slope distance measured from point A to point B was 17,685.2 ft. The...
Trigonometric Leveling ZA=93*10'27" HT-5.96 SD4721.68 5 2 1 instrument, a zenith angle of 9310'27" is measured...
Trigonometric Leveling ZA=93*10'27" HT-5.96 SD4721.68 5 2 1 instrument, a zenith angle of 9310'27" is measured to a target whose verti cal distance above Point X is 4.92 feet. The slope distance from the instrument to the target is 3162.48 feet. The elevation of Point X is 326.98 feet. With the instrument at the same location, a vertical angle (clevation angle) of 6'37'37" is measured to a target set at 5.96 feet vertically above Point 0. The slope distance from...
5) The total station is setup at A and and a known backshot point is sighted to zero the horizontal angle. The know...
5) The total station is setup at A and and a known backshot point is sighted to zero the horizontal angle. The known azimuth of the backshot is 63 03'18". Then the instrument is turned to point B with the following readings o Clockwise horizontal angle 55 37 '42" o Zenith angle 92°34 18" o Slope distance 435.09 ft o Height of the prism 6.00 ft Calculate the X, Y, and Z coordinates of point B. Assume the XY coordinates...
7. An elevation difference measurement by a total station is (a) is from the ground point...
7. An elevation difference measurement by a total station is (a) is from the ground point at the total station to the ground point at the prism computed from only slope distance and zenith angle (b) requires the horizontal circle to compute the elevation difference (c) requires sighting a known elevation on a backsight (d) usually requires height of instrument and height of target to be correctly derived 8. A horizontal angle at 2 from 1 to 3 is 65-08-10,...
the andwers to the questions are: 7. 1086.88 8. 1053.56 9.2359.32 10. -2.78% i know how to do number 7 but need help on 8,9 and 10 A theodolite is set up over point A. The vertical distance fr...
the
andwers to the questions are:
7. 1086.88
8. 1053.56
9.2359.32
10. -2.78%
i know how to do number 7 but need help on 8,9 and 10
A theodolite is set up over point A. The vertical distance from point A to the center of the theodolite is 4.66 feet. Point B which is 900.00 feet (slope distance) away from the center of the theodolite is observed at a zenith angle of 84°4530". What is the elevation of B to...
PROBLEM 8. The following data has been taken and calculated for a 5-course loop traverse. CourseLength...
PROBLEM 8. The following data has been taken and calculated for a 5-course loop traverse. CourseLength Latitude AB rture 1005 24 +335.34 395.75 +244.83 +436.84 870.53+775.38 1034.62 550.71 CD DE EA 1178.72 364 27 112102 1094.06 1092.65 -55.49 The coordinates of A are x 2000.00; y 1500.00. Sketch course AB. Correct the latitudes and departures of courses AB and BC with the compass rule and report the coordinates of station B. (15 points) PROBLEM 9. The following data has been...
refer to photos can seem to start on part b! Determine the angle o so that...
refer to photos
can seem to start on part b!
Determine the angle o so that the velocity of the car will be parallel to the slope when the car lands at the top of ramp B. ANS: b) The stunts driver felt that the set up in part (a) is too risky and decided to modify the set-up to one as shown in the figure below. He replaces ramp A with a horizontal elevation C at height H =...
(non calculus based physics) Question 1 An Olympic weight lifter lifts an 1800 N set of...
(non calculus based physics) Question 1 An Olympic weight lifter lifts an 1800 N set of weights from the ground to a vertical distance of 2.20 m above his head. Assuming he moves the weights at constant speed, how much work does the weight lifter do? Question 2 A 4.5 kg trunk, initially at rest, takes 2.0 s to slide 2.8 m down a rough 25° slope. Calculate: the work performed by the force of gravity. the amount of mechanical...
Consider a cylindrical capacitor like that shown in Fig. 24.6. Let d = rb − ra...
Consider a cylindrical capacitor like that shown in Fig. 24.6. Let d = rb − ra be the spacing between the inner and outer conductors. (a) Let the radii of the two conductors be only slightly different, so that d << ra. Show that the result derived in Example 24.4 (Section 24.1) for the capacitance of a cylindrical capacitor then reduces to Eq. (24.2), the equation for the capacitance of a parallel-plate capacitor, with A being the surface area of...
to (30 pts) A vertical angle of 18 20 30 is measured to the tip of a tower from an instrument set up 2920 nway from then tower, measured horizontally. The telescope of the instrument is s.25 ft above the eround station, whose elevation is 415.65 ft. Taking into consideration both curvature and refraction effects, what is the elevation of the tower? 1 1- (20 pts) The slope distance measured from point A to point B was 17,685.2 ft. The...
Trigonometric Leveling ZA=93*10'27" HT-5.96 SD4721.68 5 2 1 instrument, a zenith angle of 9310'27" is measured to a target whose verti cal distance above Point X is 4.92 feet. The slope distance from the instrument to the target is 3162.48 feet. The elevation of Point X is 326.98 feet. With the instrument at the same location, a vertical angle (clevation angle) of 6'37'37" is measured to a target set at 5.96 feet vertically above Point 0. The slope distance from...
5) The total station is setup at A and and a known backshot point is sighted to zero the horizontal angle. The known azimuth of the backshot is 63 03'18". Then the instrument is turned to point B with the following readings o Clockwise horizontal angle 55 37 '42" o Zenith angle 92°34 18" o Slope distance 435.09 ft o Height of the prism 6.00 ft Calculate the X, Y, and Z coordinates of point B. Assume the XY coordinates...
7. An elevation difference measurement by a total station is (a) is from the ground point at the total station to the ground point at the prism computed from only slope distance and zenith angle (b) requires the horizontal circle to compute the elevation difference (c) requires sighting a known elevation on a backsight (d) usually requires height of instrument and height of target to be correctly derived 8. A horizontal angle at 2 from 1 to 3 is 65-08-10,...
the
andwers to the questions are:
7. 1086.88
8. 1053.56
9.2359.32
10. -2.78%
i know how to do number 7 but need help on 8,9 and 10
A theodolite is set up over point A. The vertical distance from point A to the center of the theodolite is 4.66 feet. Point B which is 900.00 feet (slope distance) away from the center of the theodolite is observed at a zenith angle of 84°4530". What is the elevation of B to...
PROBLEM 8. The following data has been taken and calculated for a 5-course loop traverse. CourseLength Latitude AB rture 1005 24 +335.34 395.75 +244.83 +436.84 870.53+775.38 1034.62 550.71 CD DE EA 1178.72 364 27 112102 1094.06 1092.65 -55.49 The coordinates of A are x 2000.00; y 1500.00. Sketch course AB. Correct the latitudes and departures of courses AB and BC with the compass rule and report the coordinates of station B. (15 points) PROBLEM 9. The following data has been...
refer to photos
can seem to start on part b!
Determine the angle o so that the velocity of the car will be parallel to the slope when the car lands at the top of ramp B. ANS: b) The stunts driver felt that the set up in part (a) is too risky and decided to modify the set-up to one as shown in the figure below. He replaces ramp A with a horizontal elevation C at height H =...
Consider a cylindrical capacitor like that shown in Fig. 24.6. Let d = rb − ra be the spacing between the inner and outer conductors. (a) Let the radii of the two conductors be only slightly different, so that d << ra. Show that the result derived in Example 24.4 (Section 24.1) for the capacitance of a cylindrical capacitor then reduces to Eq. (24.2), the equation for the capacitance of a parallel-plate capacitor, with A being the surface area of...
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