10.15 Compute and tabulate for the following closed-polygon traverse: (a) Preliminary bearings (b) Unadjusted departures and latitudes (c) Linear misclosure (d) Relative precision. (Note: line BC bears NW.) Course AB BC CD DE EA Azimuth 75°14'47" Length (m) 409.838 360.225 342.213 337.191 85.125 Interior Angles A = 12°25'31" B = 48°19'25" C=126°37'24" D=46°03'36" E = 306°34'19"

10.15 Compute and tabulate for the following closed-polygon traverse: (a) Preliminary bearings (b) Unadjusted departures and latitudes (c) Linear misclosure (d) Relative precision. (Note: line BC bears NW.) Course AB BC CD DE EA Azimuth 75°14'47" Length (m) 409.838 360.225 342.213 337.191 85.125 Interior Angles A = 12°25'31" B = 48°19'25" C=126°37'24" D=46°03'36" E = 306°34'19"

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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PROBLEM 1. Given in the accompanying tabulation are the adjusted latitude and adjusted departure of a closed traverse. Calculate the area by the DMD method LINE ADJ ADJ LAT DEP AB - 125.055 + 196.387 BC +20.241 + 241.003 CD +180.107 + 65.326 DE +210.169 - 104.519 EF -74.003 - 260.516 FA - 211.459 - 137.681
Given the close traverse survey below, compute for all the adjusted Lengths and Bearings. Show complete solution. PS. Answer to this problem requires a file upload, be sure to upload it here together with your solutions. TY. 58°34 364.55 1. Length () 347.00 364.55 472.74 292.94 Line Azimuth 509 05 38 258 34 22 128 04 44 60 21 26 ST TU •00 UV SHOT ON MI 10T I BY: ALEXIS VS
Q: Use the survey traverse information shown below and calculate: 1. All Partial Co-ordinates for B, C, D and E 2. Length and bearing of line EA Show calculation process with answers. Point A ABCDE D E N 6200.000 D C E 1450.000 Line AB BC CD DE EA Bearing 55°21'32" 93°18'26" 206°41'23" 265°32'45" Distance 318.384 325.544 458.791 276.513
Q" shape of flaverse & close Bopen open Traverse typesy=- free open traverse 22-Districted • Pentyaverse Ex: N am F-BABE ||| B 17+55 m) = A = 268 08 Hő B = 273° 55' 40" C= 18° of 40" D = 301⁰ 36 20 O E = 1h6 20 L 17.35m с جمع EQ 26 20 N 13.79m E Scanned with CamScanner
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.
Loop Traverse D 107 33'45 206 35 15 Field data unadjusted 5 81 42′15″E (assumed) 96 38 45 64° 53'30" E emaining 14 15 O 540° 0' 30" S What is the bearing of line CD? O N 73° 36' 15" W N 64° 21' 15" W 0000 $ 9° 15' 30" E N 206⁰ 35' 15" W 2/ 1 For the loop traverse shown, assume the following sum of latitudes = -0.62 ft sum of departures = 1.1 ft What is the error of closure of the traverse? 1.35 ft 1.32 ft 1.26 ft 1.25 ft Return
Glven the following notes for a closed traverse. Determine the following a) Coordinates of station E (xy). (Blank 1.Blank 2) b) Area of the traversed using coordinate method in m^2. Blank 3 ADJUSTED ADJUSTED LINE DEPARTURE LATITUDE АВ 395.60 352.00 ВС 591.60 23.40 CD 78.30 -558.20 DE -746.30 -102.50 EA -319.20 285.30 Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer
Given the following notes for a closed traverse. Determine the following: a) Coordinates of station E (x.y). (Blank 1.Blank 2) b) Area of the traversed using coordinate method in m^2. Blank 3 ADJUSTED ADJUSTED ... LINE DEPARTURE LATITUDE AB 395.60 352.00 ВС 591.60 23.40 CD 78.30 -558.20 DE -746.30 -102.50 EA -319.20 285.30
4- Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b) unbalanced departures and latitudes, (c) linear misclosure, and (d) relative precision. (Note: Line BC bears NE.) Tabulate your results. Course AB BC CD DE EF FA Bearing $50°54′23″E Length (m) 329.722 210.345 279.330 283.426 433.007 307.625 Interior Angle (Right) A B = 59°39'10" C = 248°00'57" D = 86°51'04" 102°09'16" E = F 103°12'41" 120°07'10" Part e) Assume, X(A) is 5,000 and Y(A) is 3,000. Use balanced departures and latitudes to find coordinates of all other points (points B, C, D, E and F). At the end, check if you will get the same coordinates for A.
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.
Q2. Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings (b) unadjusted departures and latitudes (c) linear misclosure and (d) relative precision. Course Azimuth AB 75°14'47" BC CD DE EA Length (m) 409.838 360.225 342.213 337.191 85.125 Interior Angles A = 12°25'31" B = 48°19'25" C = 126°37'24" D = 46°03'36" E = 306°34'19"
Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). N Line AB BC CD DA 4- 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Interior angles A and B Length(m) 330 827 Sum= 2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C D A (calculated) = Easting 500 B 1323.167 Northing 500 582.059 A= B= Angles