Civil engineeringDetermine the area of the traverseSurvey data :400- A (250,80)-B (270,380)-C(50,350)-D (70,250)-E (20,100)300D200100E100200300E

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Answered: Determine the area of the traverse…

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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ANSWER 3- (iii) Sketch the position–time, velocity–time and speed–time graphs for 0 ≤ t ≤ 4.
pls help me solve this. 1) a transit with stadia interval factor of 100.8 was set up at point C on the line bet. A and B. The ff. readings were observed: (*see from attached photo) If the distance from the focus is 0.38m. determine the ff.: a) horizontal distance bet. A and B b) Diff. in elevation bet. A and B of the value of HI are 300m and 315m respectively.
Complete the table by referring to the data below:- compute for the lat and dep- compute LEC and REC- perform traverse adjustment
A. 283.41mB. 205.12mC. 173.78mD. 195.62mPROVIDE COMPLETE SOLUTION FOR ME TO FOLLOW!
Please answer nos. 34 and 35 A=11229 rx=132 ry=73 Fy=382
a=2 b=5 3xb=15x mm 12xb=60x mm 10xa kN = 20x kN ((3xb)-0,00735)) = (15x- 0,00735) mm
A transit was set up 30 meters and 80 meters away from point A and B respectively. The rod intercept at A is 0.23 m while that at B is 0.72 meters. What is the stadia interval factor of the instrument? * 3 points a. 103 b. Not listed on the given choices c. 100 d. 99 e. 102
ID # = 18-2363-391 L1 = 3 m L2 = 3 m
I am not sure that I am doing this right up to the point that I scanned...is it supposed to be W_B=-5pi rad/sec or...? Thank you for the help!
The length intercepted on the stadia rod is 3.6 m and the line of sight makes an angle of 3deg15’ with the horizontal. Find the distance, in meters, from the center of the instrument to the rod, if the stadia constant is 0.3 m and the stadia interval factor is 100.a. 172.43 b. 179.74 c. 196.87 d.187.36pls answer I need it asap
A line of levels was run BM1 to BM2 covering a route approximately 5 km. Backsight and foresight distance every set up average 100m. long. If at every T.P the rod settles about 0.04m. what would be the corrected elevation of BM2 if is recorded elevation is 100m. and the elevation of BM1 is 60m. a) 159.04 b) 149.40 c) 174.23 d) 137.72
Transit is set up at A observeda stadia intercept of 2.2 m at a verticalangle of +1823’. The stadia interval factor ofthe instrument used is 95.5 and stadiaconstant of 0.3 m. If the height of instrumentis 1.62 m, and the rod reading is 1.95 m.Determine the horizontal distance from thetransit set up A to the rod at point B. a. 201.44 m c. 198.45 b. 189.48 m d. 186.56 m

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Determine the area of the traverse Survey data : 400 - A (250,80) -B (270,380) -C (50,350) 300 -D (70,250) -E(20,100) D 200 100 E 100 200 300 E