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

See similar textbooks

Similar questions

Need clear solution, thank you!
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)
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"
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
Subject : Surveying Please give me right solution according to the question. Convert the following into relevant bearing systems. Show your stepwise calculations. Also locate them in appropriate quadrants. a. 303⁰30′45″ b. OA –N 55⁰15′ E
NEED VERY FAST
Help please. Thankyou
Answer with detailed solution
1. A traverse line was measured in three sections: 295.85 m at slope 8045’, 149.58 m at slope 4029’ and 373.48 m. at slope 4025’. Determine the horizontal length of the line.
PLS PROVIDE COMPLETE SOLUTION THANKS
Please Solve It urgently. Need it within 20mints. Thanks Following are the observed bearings of the traverse legs running in anticlockwise direction: Identify the stations where local attraction is suspected and determine the correct bearings of the traverse legs. Solution should be provided in a tabular form.
Problem Following are the observed bearings for a closed traverse ABCD. cerrect the bearings for local attraction. Line AB BC CD DA FB 319°24' 60°48' 188° 12' 212°48' BB 139° 24' 237°00' 14° 12' 30° 36'