1)Given the following set of stadia level notes.The instrument used has a stadia interval factor of K= 100 and C = 0.229 .Complete the tabulation and perform the customary arithmetic check. Compute for the Difference in elevation between BM-A and BM-B. BACKSIGHT FORESIGHT STA DE(m) |ELEV(M) s(m) 1.245 2.044 RR(m) VD(m) 1.35 s(m) RR(m) VD(m) a(") 10.56 8.15 a/) BM, 999.00 1.515 1.834 1.502 1.623 -5.15 -5.63 3.82 -10.38 TP, 1.42 1.92 -7.12 -10.52 1.25 2.24 TP2 1.72 2.05 TP3 2.426 1.66 BMg 1.48

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1)Given the following set of stadia level notes.The instrument used has a stadia
interval factor of K=
100 and C =
0.229 .Complete the tabulation and perform
the customary arithmetic check.
Compute for the Difference in elevation between BM-A and BM-B.
BACKSIGHT
FORESIGHT
STA
DE(m) ELEV(M)
s(m)
1.245
2.044
RR(m)
VD(m)
1.35
s(m)
RR(m)
VD(m)
a(")
10.56
8.15
a/)
BM,
999.00
1.515
1.834
1.502
1.623
-5.15
-5.63
3.82
-10.38
TP,
1.42
1.92
1.72
2.426
-7.12
-10.52
1.25
2.24
TP2
2.05
TP3
1.66
BM3
1.48
Transcribed Image Text:1)Given the following set of stadia level notes.The instrument used has a stadia interval factor of K= 100 and C = 0.229 .Complete the tabulation and perform the customary arithmetic check. Compute for the Difference in elevation between BM-A and BM-B. BACKSIGHT FORESIGHT STA DE(m) ELEV(M) s(m) 1.245 2.044 RR(m) VD(m) 1.35 s(m) RR(m) VD(m) a(") 10.56 8.15 a/) BM, 999.00 1.515 1.834 1.502 1.623 -5.15 -5.63 3.82 -10.38 TP, 1.42 1.92 1.72 2.426 -7.12 -10.52 1.25 2.24 TP2 2.05 TP3 1.66 BM3 1.48
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