3.13 3.14 In Problems 3.13 through 3.17, compute the corrected horizontal distance (assume normal tension was used in all cases). (A seser diw Mbas Mar nobelist Slope Measurement Temperature Tape Length -14°F 46°F Distance Measurement 99.98 ft 100.00 ft Slope Datapo Difference in elevation = 6.35 ft Slope angle 3°18' 89 198.61 ft 219.51 ft
3.13 3.14 In Problems 3.13 through 3.17, compute the corrected horizontal distance (assume normal tension was used in all cases). (A seser diw Mbas Mar nobelist Slope Measurement Temperature Tape Length -14°F 46°F Distance Measurement 99.98 ft 100.00 ft Slope Datapo Difference in elevation = 6.35 ft Slope angle 3°18' 89 198.61 ft 219.51 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Solve question 3.13
Compute the horizontal distance (assume normal tension was used in all cases).

Transcribed Image Text:3.13
3.14
3.15
3.16
3.17
In Problems 3.13 through 3.17, compute the corrected horizontal distance (assume normal tension was used
in all cases).
(it ce ser
w Mbas M J'aqol
Slope Measurement
198.61 ft
219.51 ft
177.032 m
Temperature Tape Length
99.98 ft
100.00 ft
29.993 m
30.002 m
100.03 ft
-14°F
046°F
26°C
HO
3.18
3.19
3.20
3.21
3.22
0°C
00.0
100°F
Temperature Tape Length
99.98 ft
30.012 m
29.990 m
100.02 ft
100.04 ft
Distance Measurement
For Problems 3.18 through 3.22, compute the required layout distance.
29°F
26°C
13°C
30°F
100°F
Slope Data pe galed toballet
Difference in elevation = 6.35 ft
Slope angle 3°18'
Slope angle -3°42'
Slope at 1.50%
Slope at -0.80%
Design Distance
366.45 ft
132.203 m
400.000 m
500.00 ft
88.92 ft
M noitste is ins
M noitste is inem
Required Layout Distance
?
?
225.000 m
349.65 ft
?
?
89
fixed;
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