Answered: The X and Y coordinates of two corners…

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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A four-sided traverse is defined by the following data. Course AB has a bearing of $74°30'E. Stations go forward alphabetically. Course Preliminary length (ft) AB BC CD DA 3. 596.44 548.58 298.21 406.38 Point A B C D Interior angle (to the right from back to forward station) 67°30' 70°36' 81°05' 140°58'
Answer (Two) of the following: 1) Determine the area of the shape below. -130.0- 100.0 -160.0- 2) Determine the total area: 200 m 85° 25 75° C 40°
5. The station and elevation of the lowest point are: (A) 5+ 45, 371.94 m (E) none of them (B) 4+ 50, 137.94 m (C) 1 +75, 317.94 m (D) 4+ 45, 317.49 m
The X and Y coordinates of two corners of a traverse are: A(-123.45 m, +105.70 m) and B(+163.08 m, +230.17 m). Determine the length of course AB
3. A closed traverse has the following data. Find the bearing of line AB and the length of line BC. Solve for the Area of this traverse using the DPD Method. LINE AB BC CD DE EA DISTANCE 44.47 ? 12.83 64.86 107.72 BEARING ? N57°11'W N1°45'E N72°10'E S 48°13'E
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
SITUATION 3- Topographic Survey (A) The difference in elevation between two ground points, A and B, is 42.50 m, and the horizontal distance between the two points is 125.50 m Determine the slope between the points in gradient and grads
Determine the sum of the latitudes of the four courses traverse.
hi! can you help me answer this question's 2 and 3?
q3
In a closed traverse, the measured length of line AB is 245.08m. Determine the latitude of the line if the bearing of the line is S40°35'E.
The elevation above sea level of two end points of a base line for a triangulation system, as determined by differential leveling, are: 2,913.45m and 2,845.22m. Determine the mean sea level length of the line if the actual measured horizontal length is 5,725.850m. Assume the radius of the earth at the vicinity of the base line is 6, 423.349 km.

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		• 130.63 m
		• 256.75 m
		• 312.40 m
		• 338.20 m
		• 306.14 m

The X and Y coordinates of two corners of a traverse are: A(-123.45 m, 105.70 m) and B(163.08 m, 230.17 m). The length of course AB should be equal to