Given the tabulated data below the interior angles of a polygon, determine the following;POINTSInterior AnglesA46°122°C76°D102°EA. The missing angle at station EB. The deflection angle at station B and CC. The angle to the right or to the left for station A and C.

Answered: Image /qna-images/answer/e5c00c27-4d0f-409d-ac13-c01e37f96b11.jpg

Answered: A. The missing angle at station E B.…

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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= 1150 feet. Compute 4. Given: PI @ 10+71.78, Delta = 36° 10' 30", to the right, Radius the Deflection Angles for the even 100 foot Stations.
An Instrument was set-up between points A and B which was 640m apart. The distance of the Instrument from A is 20m more than thrice the distance of the Instrument from B. When a sight was taken from the staff at A, only upper and middle staff reading was recorded as 3.247m and 2.821m respectively. While that on staff at B, upper and lower staff reading was taken as 1.286m and 0.812m respectively. Determine the following: 1. Stadia Constant. 2. Stadia Interval factor. 3. The slope of Line AB.
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What is the equation to convert the Azimuth below to a Bearing? οεε οτε οτε οοε οστ 087 οιτ 097 OSZ Obz οετ οττ οΙΖ Ο 300 310 320 330 340 350 10 20 30 40 50 60 70 120 130 140 150 160 170 180 190 200 210 220 230 240 80
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A. The missing angle at station E B. The deflection angle at station B and C C. The angle to the right or to the left for station A and C.