7. Given the tabulated data for a closed traverse in which the bearings of BC and the length of EF have not been measured in the field. Determine these unknown lengths. Line Length (m) Bearing АВ 620.06 S 92°30' E ВС 302.24 Unknown S 42°45' E S 60°40' W N 75°27' W N 07°02' E CD 691.56 DE 688.48 EF Unknown FA 412.35

7. Given the tabulated data for a closed traverse in which the bearings of BC and the length of EF have not been measured in the field. Determine these unknown lengths. Line Length (m) Bearing АВ 620.06 S 92°30' E ВС 302.24 Unknown S 42°45' E S 60°40' W N 75°27' W N 07°02' E CD 691.56 DE 688.48 EF Unknown FA 412.35

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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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)
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A close traverse has the following data: COURSE BEARING DISTANCE (m) N 9.27° E S 88.43° E N 86.78° E S 5.2° E 1-2 58.7 2-3 27.3 3-4 35.2 4-5 35 5-1 3. Determine the length of course 5-. A. 62.5m B. 24.3m C. 75.1m D. 78.9m 4. Determine the bearing of the course 5-1. A. N 17.943° E D. N 72.057° E B. S 72.057° W C. S 17.943° W
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A differential leveling loop is run from an established CD A to a point 5.1 mi away and back, with a misclosure of 0.029 ft. What order leveling does this satisfy?
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2- using the method of differential levelling to establish the BM. A loop network was run counter-clockwise beginning and ending on BM whose known elevation is 689.36. 2.84 11.73' 5.64 7.23 O TP2 BM 689.36 8.59' 7.69 3.56' 8.02'
NEED VERY FAST
PLS PROVIDE COMPLETE SOLUTION THANKS
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Q3 (a) Define the following traverse technical terms. (i) Traverse distance (d) x sin 0 (ii) Traverse distance (d) xcos (iii) ENE X latitude (N/S) Absolute latitude (iv) ENE X Traverse Distance Distance 2