**Educational Content: Surveying and Geomatics****Q1: Azimuth Calculation of a Polygon Traverse**- **Problem Statement:** Balance the interior angles of a five-sided closed polygon traverse. Given that the azimuth of side AB is fixed at 74°31'17", calculate the azimuth of the remaining sides.- **Interior Angles Provided:** - A = 105°13'14" - B = 92°36'06" - C = 67°15'22" - D = 217°24'30" - E = 57°30'38" *(Note: Line BC bears NW)*- **Additional Calculation:** If the corrected departure for line AB is 2079.1, corrected latitude is 575.764, and the coordinates of point A are X = 20000, Y = 15000, find the coordinates of point B and the length of line AB.---**Polygon with Irregular Boundary** A track of land consists of three straight boundaries (AB, BC, and CD) and a fourth irregular boundary (DA). The measured lengths are:- AB = 135m- BC = 191m- CD = 126m- BD = 225m- **Offsets Outside Boundary (DA to Irregular Boundary):** | Distance from D (m) | Offset (m) | |---------------------|------------| | 0 | 0.0 | | 30 | 3.7 | | 60 | 4.9 | | 90 | 4.2 | | 120 | 2.8 | | 150 | 3.6 | | 180 | 0.0 |- **Tasks:** 1. Determine the area of the land track. 2. Define the vertical control for setting out and mention all vertical techniques.---This content provides practical surveying tasks involving calculations of azimuths, area determination under different conditions, and understanding vertical control methods, useful for students and professionals in civil engineering and geospatial disciplines.

*Multiple questions* As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q1) Balance the following interior angles (angles to the right) of a five- sided closed polygon traverse. If the azimuth of side AB is fixed at 74° 31'17" calculate the azimuth of the remaining sides A= 105° 13'14", B = 92° 36°06", C=67° 15°22", D=217° 24'30" and E= 57° 30'38" (Note line BC bears NW) If the corrected departure for line AB 2079.1, corrected latitude= 575.764 and the coordinate of point A, X= 20000, Y= 15000. Find the coordinate of point B and length of line AB

Q1) Balance the following interior angles (angles to the right) of a five- sided closed polygon traverse. If the azimuth of side AB is fixed at 74° 31'17" calculate the azimuth of the remaining sides A= 105° 13'14", B = 92° 36°06", C=67° 15°22", D=217° 24'30" and E= 57° 30'38" (Note line BC bears NW) If the corrected departure for line AB 2079.1, corrected latitude= 575.764 and the coordinate of point A, X= 20000, Y= 15000. Find the coordinate of point B and length of line AB

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

**Educational Content: Surveying and Geomatics**

**Q1: Azimuth Calculation of a Polygon Traverse**

- **Problem Statement:** Balance the interior angles of a five-sided closed polygon traverse. Given that the azimuth of side AB is fixed at 74°31'17", calculate the azimuth of the remaining sides.

- **Interior Angles Provided:**
- A = 105°13'14"
- B = 92°36'06"
- C = 67°15'22"
- D = 217°24'30"
- E = 57°30'38"

*(Note: Line BC bears NW)*

- **Additional Calculation:** If the corrected departure for line AB is 2079.1, corrected latitude is 575.764, and the coordinates of point A are X = 20000, Y = 15000, find the coordinates of point B and the length of line AB.

---

**Polygon with Irregular Boundary**

A track of land consists of three straight boundaries (AB, BC, and CD) and a fourth irregular boundary (DA). The measured lengths are:

- AB = 135m
- BC = 191m
- CD = 126m
- BD = 225m

- **Offsets Outside Boundary (DA to Irregular Boundary):**

| Distance from D (m) | Offset (m) |
|---------------------|------------|
| 0 | 0.0 |
| 30 | 3.7 |
| 60 | 4.9 |
| 90 | 4.2 |
| 120 | 2.8 |
| 150 | 3.6 |
| 180 | 0.0 |

- **Tasks:**
1. Determine the area of the land track.
2. Define the vertical control for setting out and mention all vertical techniques.

---

This content provides practical surveying tasks involving calculations of azimuths, area determination under different conditions, and understanding vertical control methods, useful for students and professionals in civil engineering and geospatial disciplines.

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