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Plate#1 Surveying

This document contains 13 problems related to surveying measurements and calculations involving pacing distances, measuring distances with a subtense bar and theodolite, slope measurements, tape measurements, and corrections due to temperature changes. The problems provide data on pacing counts, measured angles, slopes, distances, tape lengths, and temperatures to calculate distances between points, horizontal distances, areas, and layout dimensions.

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0% found this document useful (0 votes)
334 views26 pages

Plate#1 Surveying

This document contains 13 problems related to surveying measurements and calculations involving pacing distances, measuring distances with a subtense bar and theodolite, slope measurements, tape measurements, and corrections due to temperature changes. The problems provide data on pacing counts, measured angles, slopes, distances, tape lengths, and temperatures to calculate distances between points, horizontal distances, areas, and layout dimensions.

Uploaded by

d jay mereculo
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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DAWNALD F.

PEPITO BSCE-2

PLATE #1: DEADLINE: SEPTEMBER 25, 2019

1. PACING. In walking along a 75-m course, the pacer of a field party counted 43.50, 44.00,
43.50, 43.75, 44.50 and 43.25 strides. Then 105.50, 106.00, 105.75, and 106.25 strides were
counted in walking from one marker to another established along a straight and level
course. Determine the distance between the two markers.
2. 2. PACING. A student paces a 50-m length five times with the following results: 57.00,
56.75, 56.50, 58.00, and 56.25 paces. Determine how many paces must he step off in order
to establish a distance of 450 meters on level ground.
3. PACING. Determine the length of a line negotiated in 208 paces a person whose pace of
0.76 meters long.
4. DISTANCE BY SUTENSE BAR. With the use of a 1-sec theodolite positioned at the center of a
six-sided lot, the following reading were taken on a 2-m subtense bar set up on each
corner: 0°26’16”, 0°12’35”, 0°15’05”, 0°22’29”, 0°30’45”, and 0°09’50”. Determine the
distance of each corner from the instrument position.
5. DISTANCE BY SUBTENSE BAR. A 2-m long subtense bar was first set up at A and
subsequently at B, and the subtended angles to the bar, as read from the theodolite
positioned somewhere along the middle of line AB, were recorded as 0°24’15” and
0°20”30”, respectively. Determine the length of line AB.
6. . SLOPE MEASUREMENT. A traverse line was measure in three directions: 295.85 m at slope
8°45’, 146.58 m at slope 4°29’and 373.48 m at slope 4°25’. Determine the horizontal length
of the line.
7. SLOPE MEASUREMENT. A slope measurement of 545.38 m is made between point A and B.
The elevation of A is 424.25 m and that of B is 459.06 m. Determine the horizontal distance
between the two points.
8. MEASUREMENTS WITH TAPE. The sides of a rectangular parcel of property were measured
and recorded as 249.50 m and 496.85 m. It was determined, however, that the 30-m tapes
used in measuring was actually 30.05 m long. Determine the correct area of the rectangle in
hectares.
9. MEASUREMENTS WUTH TAPE. A 30-m steel tape when compared with a standard is
actually 29.92 m long. Determine the correct length of a line measured with this tape ad
found to be 466.55 m.
10. LAYING OUT DISTANCES. A track and field coach wishes to lay out for his tram a 200-m
straightaway course. If he uses a 50-m tape known to be 50.20 m long, determine the
measurements to be made so that the course will have the correct length.
11. LAYING OUT DUSTANCES. It is required to lay out a building 80 m by 100 m with a 30-m
long metallic tape which was found to be 0.15 m too short. Determine the correct
dimensions to be used in order that the building shall have the desired measurements.
12. LAYING OUT DISTANCES. A steel tape whose nominal length is supposed to be a 30 m long
was found to be 30.02m long when compared with an invar tape during standardization. If
the tape is used in laying out a 520m by 850m rectangular parking lot, determine the actual
dimensions to be laid out
13. CORRECTION DUE TO TEMPERATURE. A 30-m steel tape is of standard length at 20°C. If the
coefficient of thermal expansion of steel is 0.0000116/1°C, determine the distance to be
laid out using this tape to establish two points exactly 12235.65 m apart 2hen the
temperature is 33°C.

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