Use the CAD drawing below and determine distances A and B to the nearest hundredth inch. + 2 A = O O O O .88 .94 .92 .90 75+ 2.45" 50° B 1.75" -.25" 156" DIA. (2 HOLES) 12" 25" R ⒸCengage Learning 2013

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: st BS -00 3.54 +10/ +20 + 1 | 1 1 I 2.994 2.044 0-171 00249 1.497 Is 3.269 2.966 Fs 1.845 1.840…

A:

Q: Calculate the Minimum X distance on the drawing below: 1.000 C Ø.995-1.000 +0.008MABC X O…

A: Given, Elevation and plan drawing of a section   To find : Minimum value of 'X'

Q: 0.35m 0.35 LOS 105m

A:

Q: Complete the notes, find the elevation of point A and state the error in the network. Determine the…

A: HI= Elevation +BS Elevation= HI-FS

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…

Q: 01m 0.3m hole I= 0.5m D.3m 0.Qm0.I m

A:

Q: The following offsets are taken from a chain line to an irregular boundary towards right side of the…

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.