Problem #3 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. LINES DISTANCE (m) BEARING LATITUDE DEPARTURE DPD DOUBLE AREA AB 88 N 45°10' W BC 76 S 15°28' W CD 112 S 43°17' W DE 115 EF 200 FA 78 S 58°22' W Area =

Problem #3 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. LINES DISTANCE (m) BEARING LATITUDE DEPARTURE DPD DOUBLE AREA AB 88 N 45°10' W BC 76 S 15°28' W CD 112 S 43°17' W DE 115 EF 200 FA 78 S 58°22' W Area =

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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Q3: A: Draw the diagram of traverse classification. B: In closed traverse ABCD. The partial coordinates were known as shown below. Determine its area by DMD method. 04 N Dofland OWODY dienstl it with (nm) dinostim Mem. AB BC CD DA ΔΧ 40 -80 -50 AY 60 100 -70
A closed traverse has the following data:LineDistance (m)BearingAB895S 70° 29′ EBC315S 26° 28′ ECD875S 65° 33′ WDE410N 45° 31′ WEA650N 10° 00′ EUsing the transit rule,a) Find the corrected bearing of line BCb) Find the corrected bearing of line CDc) Find the corrected bearing of line EA
3. The following data if a closed traverse is shown in the technical description. The area of the closed traverse is 63147.05 sq. m. LINES AB BC CD LAT. a -240.20 -160.00 DA 179.70 Solve for the unknown variables. DEP. 120 с e -220 DMD b d f 8 2A 26460.0 X -86480.0 39534.0
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Compute the bearings of all lines for a closed traverse ABCDEFGHA that has the following balanced angles to the right HAB=78°26'59" ABC=153 ° 07'38" BCD=203 ° 58'37" CDE=83 ° 52'50" DEF=98 ° 11'03" EFG=218 ° 24°21" FGH=94 ° 24'52" GHA=149 ° 33'40" Azimuth of AB=105° 40'10"
A traverse has the following data: Upload LINE Choose a File AB BC CD DE EA LENGTH 33.48 Use compass rule in adjusting the closed traverse and compute for the Linear Error of Closure and Relative Error of Closure. 8.11 39.42 7.08 22.02 BEARING N 73°23' E $ 39°30' E S43°40' W N 39°50' W N 17°33' W
The included measure in a closed traverse angle in Table 1. if the bearing of the line Find the bearing of are gulen AB is 10° 4d 30" lines. Table 1: traverse the yomaining Results of included angla of a clesed E Station A Angle 780423o" 1041s'20" 9244'40"|1120 31d" L s1° 41'20"
Meet - nzw-pimo-rw anuwwlPx-a_a7HdrtDNnmaFDF2GGA/formResponse none of the above. O To establish a new benchmark on point Busing a levelling instrument. The work had been done between B.M1 and B.M2 to the required point B, and the observations were recorded as in the tables below. Calculate the best value *of elevation for point B B.M1 B B.M2 B BS Point B.M1 T. P1 BS FS 3.305 Remarks RL-34.585 FS 0.405 4.24 3.35 Point Remarks B 30.06 0.672 1.825 2.485 3.315 1.23S 3.715 T. P4 T. PS B.M2 1.795 A 4.01 3.485 Т. Р2 T. P3 3.315 2.78 RL=42.093 B 39.97m 41.97m 46.97m 45.98m O 44.37m O 40.95m O * Reciprocal ranging is employed when one end of a line is inaccessible. O the ends of the line are not visible even from intermediate points. O both the ends are inaccessible. the two ends of a line are not intervisible,O O O O O O O O O O OC
I. Determine the interior angles of each stations and azimuths for each surveying lines. AZAB = INTZA = 40 40P 37 AZBC = INTZB = C 30 22 AZCD = INTZC = 66° 40' AZDE = INTZD = 15° 12 1s° 58 AZEA = INTZE =
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