Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed trigonometric leveling from 3 stations E,Y&A, using slope distances and vertical angles. The survey data are as follows:SEG = 678.56; açEG= 5°30'Syg = 555.31; aye= 3°10'SAG = 900.31; a AG= 2°45'Elevations of stations above the MSL datumH: = 253.31 ft.Hy= 287.64 ft.H= 275.11 ft.Compute the elevation at the top of the cell tower from pt. ESelect the correct response:253.37 ft318.35 ft412.37 ft320.32 ft

Given:- The trigonometric leveling survey data of 3 stations E, Y, & A are given The slope…

Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed trigonometric leveling from 3 stations E, Y&A, using slope distances and vertical angles. The survey data are as follows: SEG = 678.56; arg= 5°30' Syg = 555.31; ay= 3°10' SAG = 900.31; a s= 2°45' Elevations of stations above the MSL datum HE = 253.31 ft.| Hy= 287.64 ft. H= 275.11 ft. Compute the elevation at the top of the cell tower from pt. E Select the correct response: 253.37 ft 318.35 ft 412.37 ft 320.32 ft

Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed trigonometric leveling from 3 stations E, Y&A, using slope distances and vertical angles. The survey data are as follows: SEG = 678.56; arg= 5°30' Syg = 555.31; ay= 3°10' SAG = 900.31; a s= 2°45' Elevations of stations above the MSL datum HE = 253.31 ft.| Hy= 287.64 ft. H= 275.11 ft. Compute the elevation at the top of the cell tower from pt. E Select the correct response: 253.37 ft 318.35 ft 412.37 ft 320.32 ft

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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Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed trigonometric leveling from 3 stations E, Y&A, using slope distances and vertical angles. The survey data are as follows: SEG = 678.56; aEG= 5°30' Syg = 555.31; aye= 3°10' SAG = 900.31; a 46= 2°45' Elevations of stations above the MSL datum HE = 253.31 ft| Hy= 287.64 ft. H= 275.11 ft. Compute the elevation at the top of the cell tower from pt. Y Select the correct response: 412.35 ft 318.32 ft 253.32 ft 320.35 ft
Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed trigonometric leveling from 3 stations E, Y&A, using slope distances and vertical angles. The survey data are as follows: SEG = 678.56; aEG= 5°30' Syg = 555.31; ayg= 3°10' SAG = 900.31; Elevations of stations above the MSL datum a s= 2°45' H = 253.31 ft. Hy= 287.64 ft. H= 275.11 ft. Compute the elevation at the top of the cell tower from pt. A Select the correct response: 253.32 ft 318.31 ft. 320.36 ft 412.33 ft
Subject: engineering surveying
Subject: engineering surveying
34 Assignment In order to carry out tacheometric surveying, following observations wer taken through a tacheometer set up at station P at a height 1.235m. Compute the horizontal distance of S from P and reduced level of statio at S if R.L. of station P is 262.575m Staff held Vertical at Dr Q R S Horizontal distance from P (m) 100 200 ? 20. K ENGIN Staff Reading (m) 1.01 2.03 3.465, 2.27, 1.280 2.03m 1.01m 100m 200m Angle of Elevation 0° 0° 5° 24' 40"
Fundamentals of Surveying Problem
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Problem In a topographic survey undertaken by Karman Sury. Corp. before any leveling is conducted, the engineers usually check whether the engineers level is In perfect adjustment. A two peg test is used to check whether the line of sight is in perfect adjustment and the following rod readings are taken, with instrument set up near A, on A is 1.623 m and foresight reading on B is 2.875 m with the instrument set up near B backsight on B is 1.622 m and a foresight on A is 0.362 m A. Compute the difference in elevation between A and B . B. What should be the correct rod reading on A to give a level line of sight with the instrument still set up at B? C. What should have been the reading on B with the instrument at A to give a level line of sight?