COORDINATES. In the following tabulationsofareBYadjustedtraverses.Coordinate method.3. AREAlatitudesand adjusted departurestwotheclosedthethe origin (0.0 m,throughtraverse.Determine the area of each traversebyFor the first traverse assume thatpassessecond0.0 m) oE the coordinate systemstationА,and through station M for theADJUSTED LATITUDE ADJUSTED DEPARTURELINE+ NWAB552.45212.63BC232.06'396.50359.70283.15CDDEE A209.37366.89215.44525.39Sums+784.51 m -784.5 I m+892.28m-892.28 m(ΣNL)(ESL)(EED)(EWD)ADJUSTED LATITUDE ADJUSTED DEPARTURELINE*-S+E- WJK352.05395.66KL23.44591.08LM558.2678.39MN102.58746. 30NJ285.35318.83Sums+660. 84- 660.84+1065. 13-1065.13(ENL)(ESL)(EED)(EWD)

Surveying is a branch of civil engineering which includes the amount of measurement for the road and…

3. AREA BY COORDINATES. In the following tabulatiòns are and adjusted departures of two adjusted traverses. the latitudes closed the the origin (0.0 m, through traverse. by For the first traverse assume that passes Determine the area of each traverse Coordinate method. 0.0 m) oE the coordinate system station А, and through station M for the second

3. AREA BY COORDINATES. In the following tabulatiòns are and adjusted departures of two adjusted traverses. the latitudes closed the the origin (0.0 m, through traverse. by For the first traverse assume that passes Determine the area of each traverse Coordinate method. 0.0 m) oE the coordinate system station А, and through station M for the second

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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A traverse has the following survey notes. Using the compass rule, determine the adjusted latitude of CD. * Course Bearing Distance АВ N 53.450E 59.800 S 66.900 S 29.133 W 76.580 N 52.000 W 95.780 BC E 70.360 CD DA O -66.913 O -66.940 O -66.939 O -66.931
From the following closed traverse. Compute the missing values.
Q. Compass. Survey.
· A closed traverse has the following data: Line Length (m) Bearing АВ 152.132 N44°48'W ВС 128.562 N12°35'W CD 155.436 N78°51'E DE 141.657 S16°12'E EA 137.544 S24°53'W a.) Adjust the traverse using compass rule and determine the area using DMD, b.) Adjust the traverse using transit rule and determine the area using DPD.
atitude and departure of each From the field notes of a closed traverse shown below, adjust the traverse using Transit Rule. Also, compute for the linear error of closure and relative error. Station AB BC CD DE EF FA Station AB 3. (From the field notes of a closed traverse shown below, adjust the traverse using Compass Rule. Also, compute for the linear error of closure and relative error. BC CD DE EA Distance 233.10 m 242.05 m 191.50 m 234.46 m 270.65 m 252.38 m Engr. Larriz M. Samudio Azimuth from North 122° 30' 85° 15' 20° 00' 333° 35' 254° 08' 213° 00' Distance 285.10 m 610.45 m 720.48 m 203.00 m 647.02 m Azimuth 26° 10' 104° 35' 195° 30' 358° 18' 306° 54' Using the adjusted latitude and departure in problem 2, compute the area of the closed traverse using DMD. Using the adjusted latitude and departure in problem 3, compute the area of the closed traverse using DPD.
How do you add or subtract a stationing to a meters? 50+000 - 51.81 = And how it solve this, below image
If the true front quarter-circular direction of the CD line is N 68° 42° W and magnetic north deviates 11° E 18°, then its magnetic back circular direction is equal to:
The Azimuth of the lines AB and BC are 146° 30' and 68° 30'. The included angle ABC is: O 102° O 78° O 100° O None of these O 45°
Compute for the given closed traverse the following:a. Bearing of each lineb. Latitude and Departure of each line,c. Linear error of closured. Precision e. Adjust the traverse using the transit rule. If the coordinates of point B are Northing =3000.00 m. and EASTING = 1500.00 m., determine the coordinates of all other points. LINE INTERIOR ANGLE LENGTH (m.) BEARING A-B A = 125 deg 54 min 162.60 N 28o 17’ E B-C B = 135 deg 00 min 253.98 C-D C = 114 deg 27 min 256.32 D-E D = 121 deg 52 min 305.94 E-F E = 88 deg 59 min 335.40 F-A F =133 deg 48 min 182.04
LINE DISTANCE(m) AZIMUTH AB 647.25 306.92 deg. BC 203.03 354.32 deg. CD 720.35 195.53 deg. DE 610.24 104.59 deg. EA 275.13 26.16 deg. Given the obtain data from Traversing. Determine the total area of the closed traverse in Acre.
FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only. 5. The azimuth and distance of line AB were recorded as 235°41' and 45.67m. Determine the its latitude. 6. In Problem 5, compute its departure.
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)DETERMINE THE CORRECTED LATITUDE OF THE LINE CD.