10). What are the bearings of sides CD, DE, EA, and AB in the accompanying figure? B A 73°15'19" 100°40'20" 68° 21' 11", 46°15'29" N85°10′13″E

Q: Given: Lines Bearing S 73°21'E S 40°10'E S 26°42'W N 14°20'W N 12°20'E Distances A-B 247.20 B-C…

A: As per company's policies We are supposed to answer only first three part of multiple questions…

Q: Station BM S.101 0 + 000 0 +020 0 +040 0 +060 0+066.28 0+080 0 + 100 0 +120 TP 1 0+140 0+ 143.78…

A: Elevation of (0 + 000) = Elevation of BM S.101 + BSBMS.101 - IS0+000 = 202.02 + 0.47 - 0.02 = 202.47…

Q: 3) Compute the coordinates of the area centroid with respect to the given axes. a b 3 m 1m d- 6 m…

A: To find out the centroid of the section from X Axis and Y Axis.

Q: Please draw diagram  Answer fast

A:

Q: Q₂-Calculate the vertical movement for points A, B and C t 3.5м t A Steel Wire D = 35 mm E = 2×10" N…

A: Given Span10 mLoad 35 kNDiameter 35 mmElasticity modulus 2×104 N/mm2To find out Deflections

Q: Given in the accompanying sketch are the observed forward and backward bearings of a closed compass…

A: We need to find the foreBearing and BackBearing of all the line after adjustment. First find…

Q: 13. Please calculate the distance in meters of the following stadia images with a k=100. The scale…

A: please look into the solution provided.

Q: Given: Line A-B B-C C-D D-E E-F F-A Azimuth (from S) 180°30' 226°02¹ 292°22' 347°35' 83°44' 124°51'…

A:

Q: In 1860 the magnetic bearing of a line was N 69 deg 27 min W with a magnetic declination of 5 deg 12…

A: To determine the magnetic bearing of the line today.

Q: 120 R40 5 30 + 30 40 30 030 40 18 60 50 -120 15 51 20 R60 70 100 040 20 50 100 30 70 30

A: Only handmade drawing is attached for better in understanding the picture.

Q: Corrections A(channel)=9,400mm² A(wide-flange)=62,200mm²

A: Answer  (2a) Calculation of location of the centroid of built up section from top To calculate the…

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.