Q.3. A levelling table is given below. a) Calculate the elevations of every station given in the table and show the arithmetic check. If there is an error, please distribute it to the elevations. E = 40* /K %3D b) Draw an illustrative figure for the levelling survey given in the table. Distance Station BS IS FS H.I. Elevation (m) (m) ВМА 0.916 1486.813 90 1 1.020 80 1.860 90 3 0.173 1.376 60 4 0.112 1.769 90 5 1.008 3.511 130 6 1.360 90 7 0.740 110 0.688 0.707 70 ВМ В 1.176 1481.201

Q.3. A levelling table is given below. a) Calculate the elevations of every station given in the table and show the arithmetic check. If there is an error, please distribute it to the elevations. E = 40* /K %3D b) Draw an illustrative figure for the levelling survey given in the table. Distance Station BS IS FS H.I. Elevation (m) (m) ВМА 0.916 1486.813 90 1 1.020 80 1.860 90 3 0.173 1.376 60 4 0.112 1.769 90 5 1.008 3.511 130 6 1.360 90 7 0.740 110 0.688 0.707 70 ВМ В 1.176 1481.201

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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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

Q.3. A levelling table is given below.
a)
Calculate the elevations of every station given in the table and show the
arithmetic check. If there is an error, please distribute it to the elevations. E = 40* /K
%3D
b)
Draw an illustrative figure for the levelling survey given in the table.
Distance
Station
BS
IS
FS
H.I.
Elevation (m)
(m)
ВМА
0.916
1486.813
90
1
1.020
80
1.860
90
3
0.173
1.376
60
4
0.112
1.769
90
5
1.008
3.511
130
6
1.360
90
7
0.740
110
0.688
0.707
70
ВМ В
1.176
1481.201

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The following data has been obtained for the sides of a traverse: Table 3: Traverser data Side Bearing Length (m) AB S 44°36' W 112.700 BC S 11°05' E 149.062 CD N 82°22' E 145.085 DE N 34°55' E 149.415 EF N 22°24' W FA S 80°16' W 121.592 134.451 5. Draw a rose diagram and calculate the innal angle for each corner of the raverse. Each rose agram should include labels for the far cardinal points, the traverse side the bearing angles and the internal angle. Make sure to show your calculations. Diagrams can drawn on AutoCAD or hand. 6. Compare the sum the computed angles with the theocal sum of the internal gles for a polygon, using Theoretical sum of intern angles = (n-2) x 180° where n is the number of sides of the polygon. 7. Determine the latitude and departures for each side of the traverse and present the results using the tabular format shown in Table 2. Table 4: Lates and departures Latitude (m) Side Bearing Length (m) North (+) South (-) Departure (m) East) West (-) AB 8.…
Can you help me with part E, I will rate if answered soon thanks.
.5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing all elevations, show the arithmetic check and the resulting error in closure. 5.11 3.98 1.20 1.80 TP 2 Known Elevation is 402.78 4.30 2.01 4.72 BM 61 Elevation = 396.74 JURE 2-34 - SL +1 - 0S +1 - 0S +0 00 + 0 poH
Q.3. A levelling table is given below. a) Calculate the elevations of every station given in the table and show the arithmetic check. If there is an error, please distribute it to the elevations. E = 40* K b) Đraw an illustrative figure for the levelling survey given in the table. Distance Is FS Station BS H.I. Elevation (m) (m) BM A 0.916 1486.813 90 1 1.020 80 1.860 90 3 0.173 1.376 60 4 0.112 1.769 90 5 1.008 3.511 130 1.360 90 7 0.740 110 8 0.688 0.707 70 ВМ В 1.176 1481.201 2.
The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC CD Course AB Bearing N8°17'02”E N87°02′05"E S14°47'06" W N68°43'20" W Length 403.73 (ft) 622.63 653.16 DA 550.84 Part A Compute the unadjusted departures. Express your answers in feet to five significant figures and separated by commas. Dep AB, DeP BC, DepCD, DEPDA = Submit Part B Request Answer Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas. Lat AB, Lat BC, LatCD, LatDA = E| ΑΣΦΑΛΙ vec Submit Request Answer —| ΑΣΦ.Η. vec ? ? ft ft Review
Q: Use the survey traverse information shown below and calculate: 1. All Partial Co-ordinates for B, C, D and E 2. Length and bearing of line EA Show calculation process with answers. Point A ABCDE D E N 6200.000 D C E 1450.000 Line AB BC CD DE EA Bearing 55°21'32" 93°18'26" 206°41'23" 265°32'45" Distance 318.384 325.544 458.791 276.513