Engineering fill out the table by the answer. In the shown connecting traverse ABCDE, the azimuth aAB = 30°, the measured angles & distances are correct. Complete the traverse computation by filling out the tables below. 250 m 90 254 Known: XA = 100 m YA = 50 m 71° D 230 m Line Length Azimuth Departure Latitude АВ BC CD DE Sum = Point Y B D AX AE = AY AE = 150 m 300 m

Engineering fill out the table by the answer. In the shown connecting traverse ABCDE, the azimuth aAB = 30°, the measured angles & distances are correct. Complete the traverse computation by filling out the tables below. 250 m 90 254 Known: XA = 100 m YA = 50 m 71° D 230 m Line Length Azimuth Departure Latitude АВ BC CD DE Sum = Point Y B D AX AE = AY AE = 150 m 300 m

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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Similar questions

Calculate: a) the bearing of line CD b) the bearing of Line DE c) the area of the traverse pls answer in COMPLETE, 3 dec places, and provide ILLUSTRATION
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
There's a solutions here in barlteby but different values only. UPVOTE WILL BE GIVEN! PLEASE WRITE THE COMPLEETE SOLUTIONS AND LEGIBLY! FUNDAMENTAL OF SURVEYING The left and right water edges of a river are 3.75m and 65.25m, respectively, from an initial reference point. Verticals are located at distances of 11.25, 19.25, 27.25, 35.25, 43.25, 51.25, and 59.25m, respectively, from the reference point. The corresponding depths of verticals are 5.2, 9.7, 9.6, 10.0, 10.4, 10.0 and 4.2 meters. Mean velocities in the verticals are 0.16, 0.60, 0.75, 0.92, 0.97, 0.98, and 0.65 m/sec, respectively. Disregarding the end to sections, determine the following: Discharge & Mean velocity of the river.
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. kindly please be accurate with the solution. thank you
Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767
Bearing Angle Traverse Given the tabulated measurement of a closed traverse with unknown length and bearing of line EA, determine the following: The Latitude and Departure of each Line. The Length of Line EA. The Bearing of Line EA. Plot the Traverse. Line Length Bearing AB 585.730 m S 47°10’ E BC 496.080 m N 65°38’ E CD 999.900 m S 79°52’ E DE 795.340 m N 55°25’ E EA Unknown Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. Note: Please be accurate in providing solution. Thank you so much.
answer ASAP! UPVOTE WILL BE GIVEN! PLEASE WRITE THE COMPLEETE SOLUTIONS AND LEGIBLY! FUNDAMENTAL OF SURVEYING The left and right water edges of a river are 3.75m and 65.25m, respectively, from an initial reference point. Verticals are located at distances of 11.25, 19.25, 27.25, 35.25, 43.25, 51.25, and 59.25m, respectively, from the reference point. The corresponding depths of verticals are 5.2, 9.7, 9.6, 10.0, 10.4, 10.0 and 4.2 meters. Mean velocities in the verticals are 0.16, 0.60, 0.75, 0.92, 0.97, Activ 0.98, and 0.65 m/sec, respectively. Disregarding the end to sections, determine the following: Discharge & Mean velocity of the river.
Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DMD Method. Line Length Bearing AB 382.500 m Due East BC 248.780 m S 89°25’ E CD Unknown S 27°45’ W DE 220.420 m Unknown EA 443.490 m N 40°08’ W Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Explain the following: a. Azimuthb. Bearingc. Traverse d. Meridiane. Longitude and Latitude
Course Bearing Length Interior Angle (Right) AB S 50°54'23'' E 329.722 m A = 120°07'10'' BC 210.345 m B = 59°39'10'' CD 279.330 m C = 248°00'57'' DE 283.426 m D = 86°51'04'' EF 433.007 m E = 102°09'16'' FA 307.625 m F = 103°12'41'' Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings (b) unadjusted departures and latitudes (c) linear misclosure and (d) relative precision. (Note: line BC bears NE.) If one side and/or angle is responsible for most of the error of closure, which is it likely to be?
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the Area of the Traverse. Line Length Bearing AB 589.060 m N 87°30’ E BC 391.730 m N 07°02’ E CD 291.860 m N 30°30’ E DE 656.980 m S 42°45’ E EF 654.060 m Unknown FA 686.660 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.