Solve for this prob.Formula: H.I. = Elevation of given B.M. + B.S. Elevation of T.P. = H.I. – F.S. Ground Elevation at Centerline Station = H.I. – I.F.S. Error of Closure (e) = SB.S - SF.S. Error of Closure = Elev B.M. – Elev. of the last point STA BS(m) HI(m)|IFS(m) FS(m) ELEV(m) REMARKS00+0001.6510000+002.71.50500+0100.7500+0200.595Тр11.2950.12500+0302.0500+040| 1.24500+0451.01500+0500.16Тр22.3251.9500+0601.62500+0701.155Тр31.571.6700+0800.6700+0861.43500+0901.75500+1002.25Тр41.22.2500+1101.48500+1201.6700+1301.6600+1401.7200+1501.8400+1521.900+1531.9900+1602.600+1652.8900+1663.200+1703.96Тр50.173.0900+1722.6600+1740.8700+1751.2300+1801.38200+1821.56500+1831.64200+1841.9500+1852.1500+1902.5700+1922.70500+1932.8700+1942.99500+1953.1900+2003.7100+2013.8200+2023.8800+2103.72500+2144.08 005+ 1005+200S+ 300Leveling RodEngineersLevelTF.S.Grade Lin t04TP 2te:Fourth set-upon Planhotshown on ProrileFROFILEW scale:H I:2000V I:200Natural GroundLineTPIFourth set-upEngineer's LevelBeginning oftineThird set-ypEnd ofLined.C. 10IP3Full stationSsub or Plus stationssenter Line-57100W 165 200S 300-XTP2PLANscole :k00TPIsecond set-upFirst set-upPROFILE AND PLANTYPICAL

Answered: Image /qna-images/answer/d4255abd-afcc-46b2-9126-29f0b7a14b5b.jpg

Answered: Solve for this prob. Formula: H.I. =…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Question

100%

Solve for this prob. Formula: H.I. = Elevation of given B.M. + B.S. Elevation of T.P. = H.I. – F.S. Ground Elevation at Centerline Station = H.I. – I.F.S. Error of Closure (e) = SB.S - SF.S. Error of Closure = Elev B.M. – Elev. of the last point

STA BS(m) HI(m)|IFS(m) FS(m) ELEV(m) REMARKS
00+000
1.65
100
00+002.7
1.505
00+010
0.75
00+020
0.595
Тр1
1.295
0.125
00+030
2.05
00+040
| 1.245
00+045
1.015
00+050
0.16
Тр2
2.325
1.95
00+060
1.625
00+070
1.155
Тр3
1.57
1.67
00+080
0.67
00+086
1.435
00+090
1.755
00+100
2.25
Тр4
1.2
2.25
00+110
1.485
00+120
1.67
00+130
1.66
00+140
1.72
00+150
1.84
00+152
1.9
00+153
1.99
00+160
2.6
00+165
2.89
00+166
3.2
00+170
3.96
Тр5
0.17
3.09
00+172
2.66
00+174
0.87
00+175
1.23
00+180
1.382
00+182
1.565
00+183
1.642
00+184
1.95
00+185
2.15
00+190
2.57
00+192
2.705
00+193
2.87
00+194
2.995
00+195
3.19
00+200
3.71
00+201
3.82
00+202
3.88
00+210
3.725
00+214
4.08

Transcribed Image Text:00 5+ 100 5+200 S+ 300 Leveling Rod Engineers Level TF.S. Grade Lin t04 TP 2 te: Fourth set-up on Planhot shown on Prorile FROFILE W scale: H I:2000 V I:200 Natural Ground Line TPI Fourth set-up Engineer's Level Beginning of tine Third set-yp End of Line d.C. 10 IP3 Full stationS sub or Plus stations senter Line- 57100 W 16 5 200 S 300 -XTP2 PLAN scole :k00 TPI second set-up First set-up PROFILE AND PLAN TYPICAL

Expert Solution

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions