POBLEMS: 1.From the given data below compute the following: a) elevations of TPs and Benchmark 2 (BM2). The ground slope of the survey location is relatively uniform. b) Difference in elevation between TP1 and TP7 and between BM1 and BM2 c) Assuming that the horizontal distance between BM1 and BM2 is 350m, express the slope of the ground from Bm1 to BM2 in percent, degrees, grads, and in mils.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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FUNDAMENTALS OF SURVEYING 1, FIELD

Data:
Points/Station
Backsight
(BS)m
Height of Instrument
Foresight
Elevation
(HI)m
(FS)m
BM1
1.34
No FS
100
ТР1
1.45
2.48
ТР2
2.10
1.52
ТРЗ
1.90
1.56
ТР4
1.40
2.10
ТР5
1.94
1.65
ТР6
2.15
2.23
TP7
1.87
1.66
ТР8
1.28
1.22
ТР9
2.10
1.92
TP10
1.88
1.62
TP11
1.90
1.78
ТР12
1.44
1.32
TP13
1.68
1.72
TP14
2.20
1.32
TP15
2.42
2.36
TP16
1.10
2.00
BM2
NO BS
2.44
Transcribed Image Text:Data: Points/Station Backsight (BS)m Height of Instrument Foresight Elevation (HI)m (FS)m BM1 1.34 No FS 100 ТР1 1.45 2.48 ТР2 2.10 1.52 ТРЗ 1.90 1.56 ТР4 1.40 2.10 ТР5 1.94 1.65 ТР6 2.15 2.23 TP7 1.87 1.66 ТР8 1.28 1.22 ТР9 2.10 1.92 TP10 1.88 1.62 TP11 1.90 1.78 ТР12 1.44 1.32 TP13 1.68 1.72 TP14 2.20 1.32 TP15 2.42 2.36 TP16 1.10 2.00 BM2 NO BS 2.44
POBLEMS:
1.From the given data below compute the following:
a) elevations of TPs and Benchmark 2 (BM2). The ground slope of the survey
location is relatively uniform.
b) Difference in elevation between TP1 and TP7 and between BM1 and BM2
c) Assuming that the horizontal distance between BM1 and BM2 is 350m, express
the slope of the ground from Bm1 to BM2 in percent, degrees, grads, and in mils.
Transcribed Image Text:POBLEMS: 1.From the given data below compute the following: a) elevations of TPs and Benchmark 2 (BM2). The ground slope of the survey location is relatively uniform. b) Difference in elevation between TP1 and TP7 and between BM1 and BM2 c) Assuming that the horizontal distance between BM1 and BM2 is 350m, express the slope of the ground from Bm1 to BM2 in percent, degrees, grads, and in mils.
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