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Q30: Trigonometric Leveling) Similar to Problem above, except the slope distance was 854.987 m, the zenith...
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...
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...
Using a total station, a vertical angle of +5 28'12" was taken to a target set...
Using a total station, a vertical angle of +5 28'12" was taken to a target set 1.700 m above benchmark A of elevation 175.926 m. The EDM slope distance to a reflector set over benchmark A was 443.355 m. From the same setup, a vertical angle of +11°42'12" was then taken to a target set 1.300 m over a point B at the top of the hill and an EDM slope distance of 341.682 m was taken to a reflector...
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,...
Intriduction to Surveying cfferential leveling, the elevation of a turning point is usually found by: Adding...
Intriduction to Surveying
cfferential leveling, the elevation of a turning point is usually found by: Adding the foresight to the current H.I. Subtracting the foresight from the current H.L Subtracting the backsight from the H.L Adding the backsight to the elevation of the benchmark None of the above A benchmark (B.M.) is a point of known elevation that should remain in place for only one week. TRUE FALSE 18 To obtain the elevation of a furning point, add the level...
C++ please A typical problem encountered in the study of dynamics is the trajectory problem. In...
C++ please A typical problem encountered in the study of
dynamics is the trajectory problem. In the situation illustrated
below, a projectile is fired from the edge of a cliff with an
initial velocity, Vo , and a firing angle, A. The cliff
has a height, h. It is desired to:
1. determine the distance,
xt, to the target
2. determine the highest
elevation reached, ymax
3. determine the time to reach
the target, tt
4. ...
Answer: 10.12 A key is dropped from a bridge that is 40.0 m bove the water....
Answer: 10.12 A key is dropped from a bridge that is 40.0 m bove the water. At the moment the key is released a model boat is 10.5 m away from the bridge and moving towards the bridge with constant velocity. If the key falls directly into the model boat, calculate the Velocity of the boat. Answer: 11. [2pt] Arie is aimed honuntaily a target located 345 m away. The ballet hits the target 25 cm below the aim point....
N28°46'25" 87*14'32" 210-06-29 148*09'56" 54°42'10" 5442'10" Ta 208*49' 39" S30°45'33" E Bearing from 1 to 2...
N28°46'25" 87*14'32" 210-06-29 148*09'56" 54°42'10" 5442'10" Ta 208*49' 39" S30°45'33" E Bearing from 1 to 2 Bearing From 2 to 3 Bearing from 3 to 4 Bearing from 4 to 5 Note: Use the carat^(shift+6) in place of the degree symbol because degree is not available on the keyboard. Question 1 8 pts How many meters and feet are in a mile? mile = meters (to the nearest.01 meters) mile = feet Question 2 16 pts Draw a sketch of...
JOHNSON & JOHNSON AND SUBSIDIARIES CONSOLIDATED STATEMENTS OF EARNINGS (Dollars and Shares in Millions Except Per...
JOHNSON & JOHNSON AND SUBSIDIARIES CONSOLIDATED STATEMENTS OF EARNINGS (Dollars and Shares in Millions Except Per Share Amounts) (Note 1)* 2016 71,890 21,789 50.101 20,067 9.143 29 Sales to customers Cost of products sold Gross profit Selling, marketing and administrative expenses Research and development expense In-process research and development Interest income Interest expense, net of portion capitalized (Note 4) Other (income) expense, net Restructuring (Note 22) Eamings before provision for taxes on income Provision for taxes on income (Note 8)...
JOHNSON & JOHNSON AND SUBSIDIARIES CONSOLIDATED STATEMENTS OF EARNINGS (Dollars and Shares in Millions Except Per...
JOHNSON & JOHNSON AND SUBSIDIARIES CONSOLIDATED STATEMENTS OF EARNINGS (Dollars and Shares in Millions Except Per Share Amounts) (Note 1)* 2016 71,890 21,789 50.101 20,067 9.143 29 Sales to customers Cost of products sold Gross profit Selling, marketing and administrative expenses Research and development expense In-process research and development Interest income Interest expense, net of portion capitalized (Note 4) Other (income) expense, net Restructuring (Note 22) Eamings before provision for taxes on income Provision for taxes on income (Note 8)...
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...
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...
Using a total station, a vertical angle of +5 28'12" was taken to a target set 1.700 m above benchmark A of elevation 175.926 m. The EDM slope distance to a reflector set over benchmark A was 443.355 m. From the same setup, a vertical angle of +11°42'12" was then taken to a target set 1.300 m over a point B at the top of the hill and an EDM slope distance of 341.682 m was taken to a reflector...
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,...
Intriduction to Surveying
cfferential leveling, the elevation of a turning point is usually found by: Adding the foresight to the current H.I. Subtracting the foresight from the current H.L Subtracting the backsight from the H.L Adding the backsight to the elevation of the benchmark None of the above A benchmark (B.M.) is a point of known elevation that should remain in place for only one week. TRUE FALSE 18 To obtain the elevation of a furning point, add the level...
C++ please A typical problem encountered in the study of
dynamics is the trajectory problem. In the situation illustrated
below, a projectile is fired from the edge of a cliff with an
initial velocity, Vo , and a firing angle, A. The cliff
has a height, h. It is desired to:
1. determine the distance,
xt, to the target
2. determine the highest
elevation reached, ymax
3. determine the time to reach
the target, tt
4. ...
Answer: 10.12 A key is dropped from a bridge that is 40.0 m bove the water. At the moment the key is released a model boat is 10.5 m away from the bridge and moving towards the bridge with constant velocity. If the key falls directly into the model boat, calculate the Velocity of the boat. Answer: 11. [2pt] Arie is aimed honuntaily a target located 345 m away. The ballet hits the target 25 cm below the aim point....
N28°46'25" 87*14'32" 210-06-29 148*09'56" 54°42'10" 5442'10" Ta 208*49' 39" S30°45'33" E Bearing from 1 to 2 Bearing From 2 to 3 Bearing from 3 to 4 Bearing from 4 to 5 Note: Use the carat^(shift+6) in place of the degree symbol because degree is not available on the keyboard. Question 1 8 pts How many meters and feet are in a mile? mile = meters (to the nearest.01 meters) mile = feet Question 2 16 pts Draw a sketch of...
JOHNSON & JOHNSON AND SUBSIDIARIES CONSOLIDATED STATEMENTS OF EARNINGS (Dollars and Shares in Millions Except Per Share Amounts) (Note 1)* 2016 71,890 21,789 50.101 20,067 9.143 29 Sales to customers Cost of products sold Gross profit Selling, marketing and administrative expenses Research and development expense In-process research and development Interest income Interest expense, net of portion capitalized (Note 4) Other (income) expense, net Restructuring (Note 22) Eamings before provision for taxes on income Provision for taxes on income (Note 8)...
JOHNSON & JOHNSON AND SUBSIDIARIES CONSOLIDATED STATEMENTS OF EARNINGS (Dollars and Shares in Millions Except Per Share Amounts) (Note 1)* 2016 71,890 21,789 50.101 20,067 9.143 29 Sales to customers Cost of products sold Gross profit Selling, marketing and administrative expenses Research and development expense In-process research and development Interest income Interest expense, net of portion capitalized (Note 4) Other (income) expense, net Restructuring (Note 22) Eamings before provision for taxes on income Provision for taxes on income (Note 8)...
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