Ensure you complete appropriate checks. 1 24°41'33" SET 62°04'38" • Line 2-3: . Line 3-4: • Line 4-1: 104°24'29" The surveyor observed an anti-clockwise closing angle at station 4 of 184°08'44". Calculate the angular misclose: Is it appropriate to adjust this angular misclose? How many angles/bearings will be adjusted? What is the correction value to be applied to each angle? The final adjusted bearings are: • Line 1-2: 。 246°13'38" " #1 3 Activ

Ensure you complete appropriate checks. 1 24°41'33" SET 62°04'38" • Line 2-3: . Line 3-4: • Line 4-1: 104°24'29" The surveyor observed an anti-clockwise closing angle at station 4 of 184°08'44". Calculate the angular misclose: Is it appropriate to adjust this angular misclose? How many angles/bearings will be adjusted? What is the correction value to be applied to each angle? The final adjusted bearings are: • Line 1-2: 。 246°13'38" " #1 3 Activ

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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kindly answer immediately this is in the surveying subject -If the azimuth is 270°, the compass quadrant bearing is: choices: a. S 6° W, b. due west, c. 6° SW, d. due NW -On Problem ABC. What will be the probable error of the single. choices: a.0.028, b.0.020, c. 0.035, d. 0.022 -Responsible to the accuracy and speed of all linear measurements of tape choices: a. Head tape man, b. Rear tape man, c. Rodman, d. Pacer -If the azimuth is 111°, the compass quadrant bearing is: choices: a. S 69° E, b. N 11° W, c. E 11° S, d. 21°
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a.) Determine the unknowns. b.) After determining the unknowns, determine the area using DMD method. c.) After determining the unknowns, determine the area using DPD method. Line Distance Bearing 59° 29' 3" АВ 828.61 BC 753.65 Unknown CD 981.94 24° 22' 54" DE Unknown 61° 50' 37" EF 795.24 60° 55' 38" FA 904.85 12° 9' 53"
Which one of the following surveying equipment is no longer in use? a. Auto level O b. Cross staff O C. Total station d. Dumpy level
COMPLETE THE CHART: BEARING N. 10° 20' 30" E. S. 73° 45' 13" E. AZIMUTH 276° 12' 07" 196° 15' 12" 202° 17' 45"
FIND FOR THE CALCULATED BEARINGS, LATITUDE AND DEPARTURE. NEED ALSO TO FIND THE ADJUSTED LATITUDE AND ADJUSTED DEPARTURE. FIND THE DMD AND THE AREA. Sta Dist Occ Qbs (m) Observed Interior Angle Direct Adjusted Interior Angle - 0°19'12"| 102°50'18" Sta Мean Rist Reversed Mean A E 11.55 12.375 103°22" 102°57' 103°09'30" - 13.20 A 13.20 | 15.310 88°14' 88°14' 88°14" - 0°19'12" | 87°54'48" 17.42 В 17.42 13.710 113°36 112°48' 113°12" - 0°19'12" | 112°52'48" 10.00 10.00 11.950 156°06" 154°31' 155°18'30" - 0°19'12"| 154°59'18" E 13.90 E D 13.90 | 12.725 81°42 81°42' 81°42' - 0°19'12"| 81°22'48" A 11.55 AZIMUTH: 296° LINE Length, Calculated LATITUDE DEPARTURE Bearing +N -S +E -W AB 13.20 BC 17.42 CD 10.00 DE 13.90 EA 11.55 = 66.070 LINE ADJUSTED LATITUDE ADJUSTED DEPARTURE DMD DOUBLE +N -S +E -W AREA 2A AB ВС CD DE EA
Problem 5 Given the deflection angle of a 6-side closed traversed. Find the Bearings of each course and Sketch the traverse. LINE 2888 AB BC CD DE EF FA DIST STA (m) 80 40 75 39 50 123 A B с D E F DEFLECTION ANGLE 125°10' R 40°26' L 110°16' R 89°28' R 43°04' L 115°24' R CORRECTION ADJUSTED DEFLECTION ANGLE BEARING N 46°27' E
Problem 5 Given the deflection angle of a 6-side closed traversed. Find the Bearings of each course and Sketch the traverse. LINE AB BC CD DE EF FA DIST STA (m) 80 40 75 39 50 123 A B C D E F DEFLECTION ANGLE 125°10' R 40°26' L 110°16' R 89°28' R 43°04' L 115°24' R CORRECTION ADJUSTED DEFLECTION ANGLE BEARING N 46°27' E
1. DETERMINING INCLUDED ANGLE OBSERVED VALUE CORRECTION ADJUSTED VALUE INCLUDED INCLUDED ANGLE ANGLE 78° 42' Өв 64° 23' 81° 52' OD 89° 18' 44° 19'
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