Answered: 8. Determine the area of the following…

8. Determine the area of the following closed traverse. A= N1000.00, E1000.00; B= N1123.17, E1140.67, C-N1035.83, E1239.63 D=N837.56, E1171.59, E- N850.61, E963.16.

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

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.

Question

8. Determine the area of the following closed traverse.
A= N1000.00, E1000.00; B= N1123.17, E1140.67, C-N1035.83, E1239.63
D=N837.56, E1171.59, E=N850.61, E963.16.

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11. Determine the area of the following closed traverse. A=N1000.00, E1000.00; B= N1123.17, El140.67, C= N1035.83, E1239.63 D= N837.56, E1171.59, E= N850.61, E963.16.
Solve in 30 min It's urgent
Q1/in the closed traverse with points ABCDA, the Azimuth of its sides are: AB=120° 14 BC=40° 20', CD=300° 15', DA=200° 10',Find the interior angles of the traverse and check it.
please show the operations and solve step by step
6.16 See Figure 6.24. The five-sided, closed traverse has the following angles and for 15 distances: B umise los A = 38°30' B = 100°38' C = 149°50 Basigns no 11100D = 85°59' AB= 371.006 m BC = 110.222 m CD = 139.872 m DE 103.119 m E = 165°03' EA = 319.860 m +2- 725121 Moto C D unde Side AB has an azimuth of 306°31'. (a) Perform a check for angular closure. (b) Compute both bearings and azimuths for all sides. (c) Compute the latitudes and departures. 201 Az. = 306°31' E FIGURE 6.24 Sketch for Problem 6.16. A
1. The result of a field survey of a closed traverse is shown in the figure. Check the traverse for closure and balance it, if it does not close. Use m instead of ft.
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A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m/N 35° E BC / 233.00 m/ S 10° E CA / 170.00 m /N 41° W 3. Find the linear error of closure. A. 2.206 m B. 2.098 m C. 2.449 m D. 2.379 m 4. Find the relative error A. 1/1000 B. 1/222 C. 1/50 D. 1/363
1 CAP : The following angles were measured while surveying a closed traverse ABCD in a clockwise direction. ZA = 140° 10', ZB = 99° 8', ¿C = 60° 22',
H2
Survey curves.
Q5) A road at a constant R.L of 180.00m runs North to South. The ground East to West is level. The surface levels along the center line of the road are as follows: Changing in meter: 0 30 60 90 120 150 180 Level in meter: 183.50, 182.45, 182.15, 181.55, 180.95, 182.05, 180.80 Compute the volume of cutting by both the trapezoidal and prismoidal formulas, given that the width at formation level is 8m and the side slopes is 1 to 1.