The sum of four interior angles of a closed-polygon traverse each read to the nearest 3" is 359°59'48". ▼ What is the misclosure? Express your answer in seconds as an integer. misclosure = Submit Part B correction= Izgpuu (2 for Part A for Part A for Part A for Part A Indo for Part redo for Part A reset for Part A keyboard shortcuts for Part A help for Part A What correction would be applied to each angle in balancing them using the method below? Applying an average correction to each angle where observing conditions were approximately the same at all stations. Express your answer in seconds as an integer. Submit Request Answer for Part B for Part & torPart B for Part B Vido for Parts redo for Part B reset for Part B keyboard shortcuts for Part B help for Part B Request Answer

Q: A clockwise couple M = 4.5 N m is resisted by the shaft of the electric motor. (Figure 1) Part A…

A: Given: The moment M is 4.5 N.m. Consider the figure,

Q: NAME: ________________________________________  DATE: ____________________ Direction: Given the…

A: To Determine Fill up the needed data. Balance the traverse by compass rule. Solve the area by DPD or…

Q: Complete the missing data. LINE DISTANCE (meter) BEARING 1-2 2-3 123.4450 S 73.45° E 3-4 140.2336 N…

A:

Q: Q.1) For the area below, find the coordinates of the centroid. 300 mm 400 mm 300 mm 300 mm

A:

Q: 1 / 2 \text { inch } \times 1 / 4

A: To find:- 1/2*1/4

Q: a. Delineate the drainage area for the watershed draining to the project outlet (black arrow).…

A: Given:- The flow accumulation and flow direction details are given  The raster pixel resolution = 5…

Q: 1. EXAMPLE 11.2 Calculate the station of the BC and EC. You are given the following information: A…

A:

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.