complete the tableplease calculat the angles and complete thefollowing table.B«零方向Survey Survey TargeReadingAverageValue afterAverage value afer CLR zerostationreandface leftface rightreadingCLR zerowith multiple rounds* ....00 02 06 180 02 0051 15 42 231 15 3054 12131311 5400D.18202 2402022402121800206900330 27024141 17003211654221 5542415530292 04 0e92 0354903627036

please calculat the angles and complete the following table. Ba A 零方向 Survey Survey Targe Reading Average Valne after Average value after CLR zero station reund face left face right reading CLR zero with matiple reunds .. 00 02 06 180 02 00 51 15 42 231 15 131 54 12 30 31I 54 182 02 24 02 02 24 02 12 180 02 06 90 03 30 270 24 141 17 00 321 16 54 221 55 42 41 55 30 292 04 00 92 03 54 90 36 270 36

please calculat the angles and complete the following table. Ba A 零方向 Survey Survey Targe Reading Average Valne after Average value after CLR zero station reund face left face right reading CLR zero with matiple reunds .. 00 02 06 180 02 00 51 15 42 231 15 131 54 12 30 31I 54 182 02 24 02 02 24 02 12 180 02 06 90 03 30 270 24 141 17 00 321 16 54 221 55 42 41 55 30 292 04 00 92 03 54 90 36 270 36

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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PAGE:. DATE :.. A rectangular lot steei tape which was later found to 5 mm too short. The recorded dimensions was mearured uring a be 121.5m long by 92:5m wide. What ir the Were error in the area
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Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96 DISTANCE 250 UNKNOWN 300 UNKNOWN 400 Bearing S 37 30 E S 43 15 W N 73 W UNKNOWN UNKNOWN BEARING N 73 00 W N 12 45 E S 37 30 E N 65 45 E S 43 15 W ■
Find the area of a piece of land FGH, knowing that FH=150 m. Left hand face Right hand face Occupied point Target point H F G Occupied point Target point A G 00 01 40 H F 63 59 20 H Determi Suminita 1004-079.077.00 4454 7. Our Daf Dr Ahmed Ahlbefin A 10 01 40 81 59 50 B 190 02 00 260 00 40 Left hand face B 179 59 00 243 59 40 A 190 02 20 261 52 40 Right hand face A 180 00 40 243 59 20 F B 10 01 20 82 00 20 G B 00 01 40 64 00 40
ANSWER KEY:Elev Sta. B= 700.3994mElev Sta. C=243.2945m∆hAB = 458.8394m∆hBC = 457.1049m∆hCA = 1.7345mNOTE: these are the exact answers.
7. ERROR OF CLOSURE. Given the following tabulated data for two trans it-tape surveys: DEPARTURE LATITUDE LINE LENGTH BEARING +E - W +N s 06 35'w N17 48'w N 70 59'w N 59 33'E S 39*18'E 51.09 99.88 410.79 442.72 1-2 2-3 3-4 445.66 m 326.73 434.50 427.00 301.95 311.09 141.58 216.40 368.10 4-5 233.66 191.25 5-1 +669.07 -676.38 +559.35 -561.76 Sums 1935.84 m (ZNL) E SL) CEED) EWD) (D) LATITUDE DEPARTURE AZIMUTH FROM NORTH COURSE LENGTH -S +E -W 227.57 82 12' 131°46 228 20' 267 43' 352 01 31.17 AB 229.70m 87.02 107.34 97.32 130.55 161.46 BC 120.61 CD 7.19 180. 35 DE EA 160.49 170.16 23.86 171.63 +201.33 -201.55 +324.89 -324.82 Sums 874.03m (NL) (SL) (ZED) (EWD) (D) each traverse determine the linear error of direction of the side of error, and the precision the measurements made. Tabulate all observed and For closure, the of computed values
4. Find coordinate of H and I in Figure 4.1. NB BEB ΝΑ EA A ANS (Area ABDE)/3, H Station N,m. A B 2(Area ABDE)/3 E NE EE 195.000 155.700 100.250 68.500 ND D ED NOT TRUE SCALE Figure 4.1 Working area E,m. 61.750 100.500 148.000 100.000
ANSWER KEY:Elev Sta. B= 700.3994mElev Sta. C= 243.2945m∆hAB= 458.8394m∆hBC= 457.1049m∆hCA =1.7345mthese are the exact answer, please show the right solution. Thankyou :)
Find the missing data and complete the table below. DIST (m) 23.324 27.459 ? 69.771 22.361 20.591 20.616 15.811 LINE AB BC CD CD DE EF FG GH HA Missing data: LINE Bearing N 30° 58' E N 56° 53' E ? S 27° 18' W N 26° 34' W S 60° 57' W N 14° 2¹ E N 71° 34' W DISTANCE (M) DIRECTION BEARING ANGLE (°)
AS1. NO2 DATA ANALYSIS
eview Part A For the data tabulated, calculate the volume of excavation between stations 10+00 and 15+00 Express your answer in cubic yards to five significant figures. Station Cut End Area (ft²) 10+00 269 11+00 343 12+00 458 13+00 408 14+00 279 15+00 104 Ve= ΤΟ ΑΣΦ vec , 7 0 ? Submit Request Answer Provide Feedback yda
4. Find coordinate of H and I in Figure 4.1. 5. NA A EA ANS NB BEB (Area ABDE)/3, H Station A B D E 2(Area ABDE)/3 E NE EE N,m. 113.500 155.700 85.000 68.500 N₂ DED NOT TRUE SCALE Figure 4.1 Working area E,m. 61.750 100.500 148.000 103.000