Can you help me with part E, I will rate if answered soon thanks. ### Educational Content on Traverse Calculation#### Closed-Polygon Traverse Balancing##### Table of Traverse DataThe table below provides data for a closed-polygon traverse, requiring the balance of traverses by coordinates using the compass rule.| **Course** | **Bearing** | **Length (ft)** ||------------|------------------|-----------------|| AB | N8°17′02″E | 403.73 || BC | N87°02′05″E | 622.63 || CD | S14°47′06″W | 653.16 || DA | N68°43′20″W | 550.84 |#### Problem Solving Parts**Part D: Compute the Relative Precision**- Objective: Determine the relative precision of the traverse.- Required Answer: Express the precision as an integer.- Solution Provided: 1: 25600- Status: Correct**Part E: Compute Preliminary Coordinates**- Objective: Calculate the preliminary coordinates in feet for specific points.- Initial Points Given: $ X_A = 15000 $ and $ Y_A = 10000 $.- Answer Format: Express answers in feet to two decimal places, separated by commas.- Input Box: $ X_B, Y_B, X_C, Y_C, X_D, Y_D = $ [Input section]This content aims to guide students through the process of handling closed-polygon traverses, focusing on applying the compass rule for coordinate balancing and understanding precision calculations.

CourseLengthBearingAB403.73N 8o17'02"EBC622.63N 87o02'05"ECD653.16S14o47'06"WDA550.84N 68o43'20"W

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 DA Bearing N8°17'02"E N87°02′05"E S14°47′06" W N68°43'20" W Length 403.73 (ft) 622.63 653.16 550.84 Part D Compute the relative precision. Express your answer as an integer 1: 25600 Submit Previous Answers Correct Part E Compute the preliminary coordinates in feet if X= 15000 and Y₁ = 10000. Express your answers in feet to two decimal places separated by commas VAZ Ivec XB. YB. XC. YC, XD, YD = ? ft

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 DA Bearing N8°17'02"E N87°02′05"E S14°47′06" W N68°43'20" W Length 403.73 (ft) 622.63 653.16 550.84 Part D Compute the relative precision. Express your answer as an integer 1: 25600 Submit Previous Answers Correct Part E Compute the preliminary coordinates in feet if X= 15000 and Y₁ = 10000. Express your answers in feet to two decimal places separated by commas VAZ Ivec XB. YB. XC. YC, XD, YD = ? ft

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.

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Can you help me with part E, I will rate if answered soon thanks.

### Educational Content on Traverse Calculation

#### Closed-Polygon Traverse Balancing

##### Table of Traverse Data
The table below provides data for a closed-polygon traverse, requiring the balance of traverses by coordinates using the compass rule.

| **Course** | **Bearing** | **Length (ft)** |
|------------|------------------|-----------------|
| AB | N8°17′02″E | 403.73 |
| BC | N87°02′05″E | 622.63 |
| CD | S14°47′06″W | 653.16 |
| DA | N68°43′20″W | 550.84 |

#### Problem Solving Parts

**Part D: Compute the Relative Precision**
- Objective: Determine the relative precision of the traverse.
- Required Answer: Express the precision as an integer.
- Solution Provided: 1: 25600
- Status: Correct

**Part E: Compute Preliminary Coordinates**
- Objective: Calculate the preliminary coordinates in feet for specific points.
- Initial Points Given: $ X_A = 15000 $ and $ Y_A = 10000 $.
- Answer Format: Express answers in feet to two decimal places, separated by commas.
- Input Box: $ X_B, Y_B, X_C, Y_C, X_D, Y_D = $ [Input section]

This content aims to guide students through the process of handling closed-polygon traverses, focusing on applying the compass rule for coordinate balancing and understanding precision calculations.

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Step 1: Introducing given data

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Step 2: Calculation of Unadjusted departures and Latitudes

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Step 3: Calculation of linear misclosure

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Step 4: Calculation of Relative precision

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Step 5: Using compass rule

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Step 6: Calculate Adjusted latitude

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Step 7: calculate the coordinates

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