The includedmeasure in a closed traverseanglein Table 1. if the bearing of the lineFind the bearing ofaregulenAB is 10° 4d 30"lines.Table 1:traversethe yomainingResultsofincluded angla of a clesedEStation AAngle 780423o" 1041s'20" 9244'40"|1120 31d" L s1° 41'20"

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Answered: The included angle measured in a closed…

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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Some data from this technical description is unreadable due to flooding from a super typhoon. Solve for the omitted measurements: LENGTH BEARING LATITUDE DEPARTURE AB 102.84 N 54d 47m E BC S 44d 46m E CD 77.25 S 41d 21m W DA 114.48 Lat of Connecting Line Dep of Connecting Line Item Answer Length of connecting line Bearing of connecting line Length of BC Bearing of DA Afterwards, check if the traverse is closed. LATITUDE DEPARTURE AB BC CD DA Sum
Given the following information from a profiled line: STA 8+50 elevation = 132.74 STA 12+50 elevation = 246.29 Compute the siope of the line between these two stations
RL3-201 Q4). The following staff readings in meter were obtained when leveling along the center line of natural ground of a road. The elevation of grade line at station 0+00 is grade Line RL 148.4 m and elevation of grade line at station 3+20 is (152.3 m. Find height of cut and depth of fill at each station. Recorded data are in. 41875 3.5 50-00 Station 0+25 0+70 1+20 2-50 2+70 2-90 3-00 3-20 +0.20 +0120 40₂ BS 3.8 1.15 1.78 IS 3.1 1.40 2.05 1.95 2.03 FS 2.4 2.26 2.34 Remark RL.(150.85)
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
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The calcula te Based and lengths shown, On The bearing and lantude departure, linear micclosure Of the traverre, If all station s have 0,953 angle and Pre cicion correction NCY? 104 35' G10, 45 10. o00 NCY) 10,000 ES 30¢'54' 6 47,02 sian'on Bea ing lLength 26°10' 04° 35' l ar 30' 358°18' 306°4! A 285.10 G10.45 720,48 203.00 E 69 7.02 195 30 358 18 203 .00
I need the answer to the question in surveying Engineering
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
In the value of data shown: Take X = 621.22 What is the Adjusted Bearing of Line 5-6 using Transit Rule?
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
Find the distance & bearing of line course H to A. SN=3
1. Figure 1 shows an elevation of levelling and bookings. Bridge A E BM Y BM X 85.697 m 85.160 m Figure 1 Determine the reduced levels at the various staff stations, applying the necessary arithmetical checks. 099'T 3.230 1.210 1.370 1.450 09T'E 1.720 0.980

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The included angle measured in a closed travers he guen Cre in Table 1. if the bearing of the line As is 10°4d 30" lines. Table 1: traverse Find the beaving of the romaining Results of includad angle of a cles E Station A Angle 7804230" 1041s'20" 92044'40"|1120 310" 1 31° 41'2