A preengineering baseline was run down a very steep hill (see Figure). The vertical angle is 21°26' turned to a point on a plumbed range pole that is 4.88 ft above the ground. The slope distance from the theodolite to the point on the range pole is 148.61 ft. The theodolite's optical center is 4.66 ft (the height of the instrument) above the upper baseline station at 110+71.25. If the elevation of the upper station is 377.93, what is the elevation of lower station? (15) What is the chainage (stationing) of the lower station? (10) Note: The chainage is computed in the horizontal plane. 4.66' 110+71.25 Elevation = 377.93 +21°26' 148.61' 4.88
A preengineering baseline was run down a very steep hill (see Figure). The vertical angle is 21°26' turned to a point on a plumbed range pole that is 4.88 ft above the ground. The slope distance from the theodolite to the point on the range pole is 148.61 ft. The theodolite's optical center is 4.66 ft (the height of the instrument) above the upper baseline station at 110+71.25. If the elevation of the upper station is 377.93, what is the elevation of lower station? (15) What is the chainage (stationing) of the lower station? (10) Note: The chainage is computed in the horizontal plane. 4.66' 110+71.25 Elevation = 377.93 +21°26' 148.61' 4.88
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
A preengineering baseline was run down a very steep hill (see Figure).
The vertical angle is
turned to a point on a plumbed range pole
that is 4.88 ft above the ground. The slope distance from the theodolite to
the point on the range pole is 148.61 ft. The theodolite’s optical center is
4.66 ft (the height of the instrument) above the upper baseline station at
110+71.25. If the elevation of the upper station is 377.93, what is the
elevation of lower station? (15) What is the chainage (stationing) of the
lower station? (10) Note: The chainage is computed in the horizontal
plane
![7. A preengineering baseline was run down a very steep hill (see Figure).
The vertical angle is 21°26' turned to a point on a plumbed range pole
that is 4.88 ft above the ground. The slope distance from the theodolite to
the point on the range pole is 148.61 ft. The theodolite's optical center is
4.66 ft (the height of the instrument) above the upper baseline station at
110+71.25. If the elevation of the upper station is 377.93, what is the
elevation of lower station? (15) What is the chainage (stationing) of the
lower station? (10) Note: The chainage is computed in the horizontal
plane.
4.66'
110+71.25
Elevation=
377.93
+21°26'
148.61'
4.88'](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb9d0e9d7-25df-4b44-846d-bea3a6ad7341%2F167eb757-0dc7-4f85-a332-db24cbe05431%2Frm37ak_processed.png&w=3840&q=75)
Transcribed Image Text:7. A preengineering baseline was run down a very steep hill (see Figure).
The vertical angle is 21°26' turned to a point on a plumbed range pole
that is 4.88 ft above the ground. The slope distance from the theodolite to
the point on the range pole is 148.61 ft. The theodolite's optical center is
4.66 ft (the height of the instrument) above the upper baseline station at
110+71.25. If the elevation of the upper station is 377.93, what is the
elevation of lower station? (15) What is the chainage (stationing) of the
lower station? (10) Note: The chainage is computed in the horizontal
plane.
4.66'
110+71.25
Elevation=
377.93
+21°26'
148.61'
4.88'
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