STA Traverse Angle Length (m)A 96°05'АB 560.27B 95°20'ВС 484.18C65°15'CD 375.42D 216°22'DE 311.44E 67°08'EA 449.83 In the given traverse, the forwarddirection is given by the alphabeticalorder of the station names. Each angleis measuredclockwise from the back direction tothe forward direction so that they areon the left of the traverse lookingforward.Draw a sketch of the traverse andcompute the final coordinates. Adjustby Transit Rule.Bearing EA: S 10°14' ECoordinates of E: N 1000.00, E 1000.00

The bearing of the line EA is given as S 10°14' E And the included angles of the traverse are given.…

Answered: Draw a sketch of the traverse and…

Draw a sketch of the traverse and compute the final coordinates. Adjust by Transit Rule. Bearing EA: S 10°14' E Coordinates of E: N 1000.00, E 1000.00

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

From the base line AB, the linear measurements (offsets) are taken to setting out a rectangular fence CDEF, find CD”, DE~ knowing that AB~ = 170° 5.
Determine the coordinates of points A, B, C and D. Azimuth angle of the course (34) is given as 137.69229 in the figure. Coordinates, distances and angles are given in TABLE 1,2 and 3. Fg = 1.5° x Vn , FQtm] = 0.05 + 0.015 x Sem , FLtm] = 0.05 + 0.05 x vn – 1 B3 N B1 S2 85 S5 S1 S4 D. TABLE.1: COORDINATES TABLE.2: DISTANCES TABLE.3: ANGLES STATION EASTING NORTHING POINT ANGLES TO THE RIGHT (grad) COURSE LENGTH (m) (m) (m) S1 212.419 1 1160.693 405.291 2 152.9827 s2 212.364 2 1251.154 270.554 A 130.9835 S3 143.381 3 1911.450 311.879 B 331.5032 S4 147.889 134.6933 S5 153.480 D 143.8510 3 281.2836 137.6922g
the traverse is divided by a line passing through d and b. the bearing of the dividing line db is . what is the length of the dividing line db?the traverse is divided by a line passing through d and b. the bearing of the dividing line db is n85° 20'e. what is the length of the dividing line db?
Traversing Principles: Missing Data Problem 1. A close traverse shows tabulated values of latitudes and departures. LINES 1-2 2-3 3-4 4-5 5-6 6-1 1. Compute the DMD of line 3-4. 2. Compute the length of line 6 to 1. 3. Compute the bearing of lines 6 to 1. LATITUDE +84.60 +95.32 +62.66 -48.16 -43.04 DEPARTURE -56.11 -57.52 -31.40 +59.70 +47.63
Using the compass rule and transit rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. The bearing and distance of line 1-2 is N 29-37 E.
Layout by coordinates method: Given are the coordinates of two points P1 and P2. It is required to layout point P2 from an instrument set up at Point P1. P1 P2 Northings (m) Eastings (m) 456.34 567.45 398.12 485.70 6. Determine the bearing to layout point P2. a) S 60°55' W b) N 60°36' W 7. Compute the distance to layout point P2. a) 140.45m b) 100.36m c) N 70°10' W c) 129.90m d) S 54°33' W d) 110.30m
S62°30'E is incorrect. The answer should be N 62°30' W. Sketch the close traverse.
Compute the area of the given transverse using DPD and DMD method
Determine the interior angles at each point of the following traverse: Line AB=N38009’ E, Line BC=S 43018’ E, Line CA=S84035’W
Offset Point A� B� C� D� E� F� G� Stationing 0.00 0 + 54.80 1 + 34.44 2 + 13.02 2 + 98.74 3 + 43.8 4 + 50.17 Offset 13.2 34.2 54.7 85.4 67.9 68.9 23.8 Compute the area between a lake and a straight line AG��, from which offsets are taken at irregular intervals as shown in the table above (all distances in feet). Express your answer in feet squared to four significant figures. Activate to select the appropriates symbol from the following choices. Operate up and down arrow for selection and press enter to choose the input value type areaarea = = ft2
In the Given Tabulation LINE BEARING LENGTH 1-2 S04°22'40"W 48.19m 2-3 S75°14'00"W 35.69 3-4 N18°58'40"W 35.43 31.79 49.40 4-5 N02°30'00"E 5-1 S80°27'40"E 1. Plot the traverse 2. Compute for the latitude and departure 3. Obtain the correction using transit rule 4. Apply the correction for the latitude and departure 5. Compute for the corrected length and bearing 6. Compute for the Area using DMD method
27. Given a closed traverse with two interior angles as shown below, and the azimuth of line AB as 350. If the coordinates of point A are XA-1000 and YA= 1000, and the distance AB is 455.80 ft., the X coordinate at B is ft. 105 47 a) 1079.15 b) 920,85 c) 1448.88 d) None of the above