10. The known elevation of BMA is 625.00 ft. A 3-course closed circuit was set up and 5 intermediate front sites were taken. The following BS and FS are provided. Complete the table, do a page check, determine the misclosure, and determine the adjusted elevations of all points if necessary. Station BS HI FS Elevation Adj. Ele. ВМА 2.85 625.00 2+00 4.56 2.77 TP1 3.68 3.75 3+00 3.12 4.12 3+50 59 4.32 4+00 4.18 4.52 4+50 4.17 4.26 ТР2 4.05 2.59 ВМА 4.15

10. The known elevation of BMA is 625.00 ft. A 3-course closed circuit was set up and 5 intermediate front sites were taken. The following BS and FS are provided. Complete the table, do a page check, determine the misclosure, and determine the adjusted elevations of all points if necessary. Station BS HI FS Elevation Adj. Ele. ВМА 2.85 625.00 2+00 4.56 2.77 TP1 3.68 3.75 3+00 3.12 4.12 3+50 59 4.32 4+00 4.18 4.52 4+50 4.17 4.26 ТР2 4.05 2.59 ВМА 4.15

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

Complete the fieldwork report for this data: STA BS HI FS IFS ELEV Remarks BM-A 0.95 101.345 m 0+000 3.04 +010 2.31 ТР-1 3.15 0.68 0+020 2.72 +030 2.85 +34.2 3.11 +39.3 0.56 +040 0.88 ТР-2 2.16 1.28 +045 0.94 +050 1.28 +060 1.70 +070 2.81 ТР-3 0.82 2.37 ТР-4 1.35 3.50 +075 3.00 BM-B 1.99
Q - The subsequent readings were curious about dumpy level with four.zero m leveling team of workers and 20.0 m c program languageperiod. 1.755, 2.505, 3.050, 3.950, 1.750, 2.355, 3.a hundred, three.805, zero.905, 2.0.5 and 3.250. If R.L of first point is 15.zero m. Calculate the R.L of different points by way of H.I approach.
A line of levels was run from BM15 to BM16 covering a distance of 3.5 km. BS and FS distances every set-up averages 50 m each. If at every turning point, the rod settles by 0.03 m, compute the correct elevation of BM16 if its computed elevation is 123.456 m. What is total no. of set-ups? Select the correct response: 70 71 35 40
Construction Surveying
7) Please include complete solution and diagram if possible.
A level instrument at a height of 1.320 m has been placed at a station having a Reduced Level (RL) of 112.565 m. The instrument reads -2.835 m on a levelling staff held at the bottom of a bridge deck. The RL (in m) of the bottom of the bridge deck is A. 116.720 B. 116.080 C. 114.080 D. 111.050
1. Figure 1 shows an elevation of levelling and bookings. Bridge A E BM Y BM X 85.697 m 85.160 m Figure 1 Determine the reduced levels at the various staff stations, applying the necessary arithmetical checks. 099'T 3.230 1.210 1.370 1.450 09T'E 1.720 0.980
Survey
Surveying
From the given Leveling Notes below, answer the following questions: a. b. C. d. e. STA BM1 1+100 1+120 1+140 TP1 1+160 1+180 BM2 What type of leveling is presented? What station has the highest elevation? (Indicate the letter only corresponding to the station - use capital letter) What station has the lowest elevation? (Indicate the letter only corresponding to the station - use capital letter) What is the elevation (in meters - 3 decimal places) of the line of site when the FS was taken at TP1? (Do not include the unit) What is the elevation of BM2 (in meters - 3 decimal places)? (Do not include the unit) BS (m) 1.670 1.875 HI (m) FS (m) IFS (m) 1.257 || 1.350 1.230 1.450 0.975 1.250 1.670 ELEV (m) Remarks 108.750 A BCDEFGH с н
If an engineer's transit was set-up at TP with HI=1.60m, sta.F was sighted with RR=2.00m. What would be its stadia intercept?
Prepare a set of level notes for the survey. Perform the arithmetic check.