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tape-corrections

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Elementary
El
t
Su ey g
Surveying
Tape corrections
Prepared by: Andre‐Paul C. Ampong
3
Correction due to incorrect tape length
• When measuring the distance between two
points:
– With a tape too long,
long add the correction
– With a tape too short, subtract the correction
• When
Wh llaying
i outt a line
li off d
desired
i d length:
l th
– With a tape too long, subtract the correction
– With a tape too short, add the correction
Prepared by: Andre‐Paul C. Ampong
4
Correction due to incorrect tape length
Prepared by: Andre‐Paul C. Ampong
5
Correction due to incorrect tape length
Prepared by: Andre‐Paul C. Ampong
6
Correction due to incorrect tape length
Prepared by: Andre‐Paul C. Ampong
7
Correction due to incorrect tape length
Corr = TL − NL
⎛ ML ⎞
C I = Corr⎜
⎟
⎝ NL ⎠
CL = ML ± C I
Prepared by: Andre‐Paul C. Ampong
8
Correction due to incorrect tape length
• A rectangular lot was measured using a 50‐m
50 m
steel tape which was found out to be 0.025 m
too short
short. If the recorded length and width of
the lot are 180.455 m and 127.062 m,
respectively determine the following:
respectively,
– Actual dimensions of the lot
– Error in area introduced due to the erroneous
length of tape
Prepared by: Andre‐Paul C. Ampong
9
Correction due to incorrect tape length
• A building 38 m x 45 m is to be laid out with a
50‐m long metallic tape. If during
standardization the tape is found to be only
49.950 m, determine the following:
– Dimensions to be laid out
out, using the tape
tape, in order
that the building have the desired dimensions
– Using the same tape what should the diagonals
read?
Prepared by: Andre‐Paul C. Ampong
10
Correction due to slope
Prepared by: Andre‐Paul C. Ampong
11
Correction due to slope
• For gentle slopes (less than 20%)
2
h
Ch =
2s
• For steep slopes (between 20% and 30%
h2 h4
Ch =
+ 3
2 s 8s
• For very steep slopes (greater than 30%)
Ch = s (1− cos θ )
Prepared by: Andre‐Paul C. Ampong
12
Correction due to alignment
• Considered of less importance compared to
the other errors
• Can be calculated using slope correction
formulas
Prepared by: Andre‐Paul C. Ampong
13
Correction due to temperature
Ct = αL(T − Ts )
Prepared by: Andre‐Paul C. Ampong
14
Problem
• A steel tape known to be of standard length at
20oC, is used in laying out a runway 2,500.00
m long.
long If its coefficient of linear expansion is
0.0000116/oC, determine the temperature
correction and the correct length to be laid
out when the temperature is 42oC.
Prepared by: Andre‐Paul C. Ampong
15
Correction due to tension
Cp
(
Pm − Ps )L
=
AE
Prepared by: Andre‐Paul C. Ampong
16
Problem
• A heavy 50‐m
50 m tape having a cross‐sectional
cross sectional
area of 0.05 cm2 has been standardized at a
tension of 5.5
5 5 kg.
kg If E = 2.10
2 10 x 106 kg/cm2,
determine the elongation of the tape if a pull
of 12 kg is applied
applied.
Prepared by: Andre‐Paul C. Ampong
17
Correction due to sag
Cs =
ω L
2 3
24P
2
Prepared by: Andre‐Paul C. Ampong
18
Problem
• A 30‐m
30 m tape is supported only at the ends and
under a steady pull of 8 kg. If the tape weighs
0 91 kg,
0.91
kg determine the sag correction and the
correct distance between the ends of the
tape.
tape
Prepared by: Andre‐Paul C. Ampong
19
Correction due to wind
• Error due to wind is similar in effect to error
due to sag
• May be avoided by not conducting survey on a
windy day
Prepared by: Andre‐Paul C. Ampong
20
Combined corrections (problem)
• A line was measured to be 2582.35 m usingg a 30‐m
steel tape supported throughout its length under a pull
of 4 kg. The mean temperature during the
measurement is 35oC.
C The tape used has a cross‐
cross
sectional area of 0.03 square centimeters and has a
standard length at 20oC under a pull of 5 kg. The
modulus
d l off elasticity
l
off the
h tape is 2 x 106 kg/cm
k / 2 and
d
the coefficient of thermal expansion is 0.0000116/oC.
– Determine the error due to temperature change
– Determine the error due to tension
– Determine the corrected length of the line
Prepared by: Andre‐Paul C. Ampong
21
More problems
• A slope distance of 465
465.82m
82m is measured
between two points with a slope angle of 12o
35’. What is the corresponding horizontal
35
distance between the points?
• A line measured with a 30
30‐m
m steel tape was
recorded as 325.70m. If the tape is found
30 05m long
30.05m
long, during standardization,
standardization what is
the correct length of the line?
Prepared by: Andre‐Paul C. Ampong
22
More problems
• A rectangular
g
buildingg 250.00m byy 130.00m is to be
laid out with a 30‐m long steel tape. If during
standardization the tape is found to be 30.03m, what
should be the correct length and width to be laid out?
• A line measured with a 50‐m long steel tape was
g
determined to be 645.22m when the average
temperature during taping was 15.75oC. If the tape is
of standard length at 20oC and the coefficient of
thermal expansion of steel is 0.0000116/1
0 0000116/1oC,
C what is
the correct length of the measured line?
Prepared by: Andre‐Paul C. Ampong
23
More problems
• A steel tape
p with a cross‐sectional area of 0.03cm2 is
30.00m long under a pull of 5kg when supported
throughout. It is used in measuring a line 875.63m long
under a steady pull of 10kg.
10kg Assuming E = 2.0
2 0 x 106
kg/cm2, what is the elongation of the tape due to
increase in tension? What is the correct length of the
measured
d line?
l
• A 30‐m steel tape weighs 1.05kg and is supported at its
end points and at the 10‐m and 25‐m marks
marks. If a pull of
6.0kg is applied to the ends of the tape, what is the
correction due to sag for a full tape length?
Prepared by: Andre‐Paul C. Ampong
24
Homework
• Using a 25‐m
25 m tape
tape, a square lot was measured
and found to have an area of 1 hectare. If the
total error in area is 4
4.004
004 square meter short
short,
what is the error in each tape length?
Prepared by: Andre‐Paul C. Ampong
25
Homework
• A rectangular lot has a correct area of two
hectares. Its length is twice its width. It the
lengths of the sides were measured with a 50‐
50
m tape that is 0.02 m too long, compute the
error in the area of the lot in square meter
meter.
Prepared by: Andre‐Paul C. Ampong
26
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