Answered: В 77°30' 77°50 68°55' 47°35' 68°35' H…

Engineering

Civil Engineering

В 77°30' 77°50 68°55' 47°35' 68°35' H 47°15' 71°00 75°05' 70°00 74°55' A 80°25' 80°25' 85°20 84°50 F t. 32°20 32°40

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

Photogrammetry

Photogrammetry is a technology of taking measurements of physical objects present in the environment, using photographs. It includes the process of recording and analyzing a three-dimension image in the two-dimension form. Photogrammetry was invented around 150 years ago in 1851 by Aimé Laussedat, he was also known as the father of photogrammetry, but this method was not in use until 50 years after its invention. This method was first used in Germany by Dr. Albrecht Meydenbauer in 1893 who was the director of the Royal Prussian Photogrammetric institute founded by him.

Question

Given in the accompanying sketch are the observed forward and back bearing of an open compass traverse:

Tabulate the adjusted direction.

B
77°30'
77°50'
32°40
68°55'
68°35'
H
47°15'
71°00
75°05'
70°00
74°55'
A
80°25'
G
80°25'
85°20
84°50
47°35
32°20

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INSTRUCTIONS: Provide your COMPLETE solution, including illustrations and sketches, legibly. From the OBSERVED set of data of a closed compass traverse shown, determine the: a. Bearing of each line b. Linear error of closure, the direction of the side of error, and the precision of the survey made Adjusted distance and bearing C. d. Area of the traverse using DPD method COURSE DISTANCE (m) AZIMUTH FROM SOUTH 1-2 475.48 180° 50' 2-3 649.13 116° 06' 3-4 867.34 25° 54' 4-5 522.48 315° 20' 5-6 504.90 213° 27' 6-1 311.25 275° 39'
A mark is to be set at an angle of 70°0000 from a given line at a distance of 500 ft from the instrument. After setting the mark, the angle is measured by repetition and determined to be 69°5930. How far should the mark be shifted so that the angle is set at 70°0000?
O Problem 4 Given in the tabulation below are the observed forward and backward bearings of an open compass traverse. Plot the traverse and adjust the forward and backward bearing of each course. Tabulate answers and show accompanying computations. LINE AB BC CD DE EF FG LENGTH 60 m 40 80 63 70 65 OBSERVED BEARINGS FORWARD S 33° 38' W S 25° 32' E N 42° 15' E N 71° 14' E S 15° 10' E N 80° 38' W BACKWARD N 34° 15' E N 26° 31' W S 42° 15' W S 72° 43' W N 16° 11' W S 81° 15'E CORRECTED BEARINGS FORWARD BACKWARD
Given in the tabulation below are the observed forward and backward bearings of an OPEN compass traverse. Plot the traverse and adjust the forward and backward bearing of each course. Tabulate answers and show accompanying computations.
Given the tabulated data below the interior angles of a polygon, determine the following; POINTS Interior Angles A 46° 122° C 76° D 102° E 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.
Given the tabulated data below the interior angles of a polygon, determine the following; POINTS Interior Angles A 46° В 122° C 76° 102° E 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.
Compute the azimuths in the traverse (as shown in the figure), given that azimuth AB equals 126°55’17”, and that the angles within the traverse are the following: Angle A = 100˚45’35” Angle B = 231˚23’41” Angle C = 17˚12’56” Angle D = 89˚03’26” Angle E = 101˚34’22” Convert the given azimuths computed into bearings.
If the deflection angles in points B, C, D and E are shown in the table below, and the magnetic circular direction of the line AB is( S 32° 30' E) calculate the magnetic circular directions for the rest of the straight lines. What are the true circular directions if the magnetic declination is (6° 45' W)
Problem 4 For the set of data of a closed compass traverse shown, determine the bearing of each line, the linear error of closure, the direction of the side of error, and the precision of the survey made. AZIMUTH FROM NORTH 180° 50' COURSE DISTANCE (m) 1-2 475.48 2-3 649.13 116° 06' 3-4 867.34 25° 54' 4-5 522.48 315° 20' 5-6 504.90 213° 27' 6-1 311.25 275° 39'
Given in the tabulation below are the observed forward and back bearings of an open compass traverse. What is the Adjusted Forward Bearing of Line DE?Take:X = N 11°40' E