Answered: LINE DISTANCE (m) BEARING АВ 60 S…

Engineering

Civil Engineering

LINE DISTANCE (m) BEARING АВ 60 S 49°16' E BC 59 S 67°48' E CD 95 N 32°28' W DE 110 EF 128 FA 71 S 18°56' E

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

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

For the given data of a close traverse, determine the missing bearings of courses DE and EF then solve the AREA using DPD. Sketch the traverse.

*Inserted Photo*

LINE
DISTANCE (m)
BEARING
АВ
60
S 49°16' E
BC
59
S 67°48' E
CD
95
N 32°28' W
DE
110
EF
128
FA
71
S 18°56' E

Expert Solution

Step 1 Solution:-

$Given : - distance bearing To find : - area$

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4. The following interior angles of a triangular traverse were measured with the same precision. Angle Value( °) No. of Measurements X 41 Y 77 6. Z 63 Determine the mpv of the angles.
For the given data of a close traverse, determine the missing bearings of course CD and DE solve the AREA using DPD. Sketch the traverse. LINE DISTANCE DOUBLE BEARING LATITUDE DEPARTURE DPD S (m) AREA AB 70 S 43°12' E ВС 72 N 72°26' E CD ? N 60°18' W DE ? N 64°29' E EF 142 N 85°11' W FA 61 S 12°21' W
Problem 3 For the given data of a close traverse, determine the missing bearing of courses BC and EF. Solve the AREA using DPD and sketch the traverse. DISTANCE LINES BEARING LATITUDE DEPARTURE DPD DOUBLE AREA (m) AB 76 N 10°21' E BC 65 CD 120 N 72°16' E DE 60 5 18°07' w EF 5 50°25' w FA 105 N 74°28' w
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Using the compass rule and trnsilt rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. The bearing and distance of line 1-2 is N 29-37 E.
Using the transit rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. Take note that the bearing and distance of line 1-2 is N 29-37 E. POINT INTERIOR ANGLE LINE DISTANCE IN METERS 1 49°35' 1-2 10.42 111°07' 2-3 10.15 3 113°17' 3-4 8.21 4 63°17' 4-5 9.33 202°43' 5-1 8.31
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Please provide correct answers, thanks
Using the compass rule and transit rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. The bearing and distance of line 1-2 is N 29-37 E.
For the given data of a close traverse, determine the missing bearings of courses DE and EF then solve the AREA using DMD. Sketch the traverse.
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