From the given profile leveling notes: What is the difference in elevation between station 5 and 2? * Profile Leveling Notes Station BS FS IFS Elev BM1 0.95 255.50m 1 3.00 2 2.30 TP1 3.13 0.64 2.70 4 2.80 3.10 6. 0.50 7 0.80 TP2 2.16 1.28 8 0.90 9 1.20 10 1.70 11 2.80 TP3 0.82 2.37 TP4 1.35 3.50 12 3.00 BM2 1.24 3.

From the given profile leveling notes: What is the difference in elevation between station 5 and 2? * Profile Leveling Notes Station BS FS IFS Elev BM1 0.95 255.50m 1 3.00 2 2.30 TP1 3.13 0.64 2.70 4 2.80 3.10 6. 0.50 7 0.80 TP2 2.16 1.28 8 0.90 9 1.20 10 1.70 11 2.80 TP3 0.82 2.37 TP4 1.35 3.50 12 3.00 BM2 1.24 3.

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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DIFFERENTIAL LEVELING Problem: Complete the differential level notes shown in the table below. STA BS HI FS ELEV BM1 2.085 137.450 m TP, 2.015 0.982 TP2 1.864 1.428 TP3 0.579 1.527 BM2 0.423 2.423 TP4 1.446 1.807 TP5 1.778 1.725 TP6 2.051 2.339 TP, 2.920 1.005 BM3 3.186 2.358 TP3 2.805 0.995 TPg 0.774 1.206 BM4 0.603
From the following differential leveling notes, compute the difference in elevation between stations 5 and 6. a. 2.62 b. 1.61 c. 3.51 d. 1.87
Complete the following level notes. Show your detailed solution and checking. Double Rodded Leveling Station BM1 TP1 TP2 TP3 TP4 BM2 BS 1.045 1.324 1.335 1.296 1.250 1.278 1.354 1.190 2.105 - HI FS -- 1.943 1.888 1.580 1.523 2.395 2.430 2.143 2.211 2.445 Elevation 155.520
From the given profile leveling notes. a) What is the difference in elevation between station 5 and 3. b) Compute the elevation of TP2. c) Compute the elevation of BM2. STA BS FS IFS ELEV BM1 | 0.95 225.50 1 3 2.3 ТР1 3.13 0.64 2.7 4 2.8 3.1 0.5 7 0.8 TP2 2.16 | 1.28 8 0.9 9. 1.2 10 1.7 11 2.8 ТРЗ 0.82 | 2.37 ТР4 1.35 3.50 12 3.0 BM2 1.24 3. 5.
P. 6 m B 4 m E Ap D 6 m 6 m
When carrying out the permanent adjustments of a dumpy level by two-peg method, the following observation were made. Instrument at E midway between C and D, 100 m apart. Reading at point C = 2.000 m Reading at point D = 3.000 m Instrument at F in line of CD such that CF = 120 m and DF = 20 m. Reading at point C = 1.500 m Reading at point D = 2.750 m Check whether the instrument needs permanent adjustments or not, and whether the line of sight is inclined upwards. What should be the correct reading at C if the instrument is to be adjusted?
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)
1. Determine the elevation at each station. STATION BS HI FS BM1 1.285 TP1 2.314 2.345 TP2 1.562 1.301 TP3 2.721 2.380 TP4 0.895 1.789 TP5 2.645 2.456 TP6 3.115 0.764 TP7 0.865 1.897 BM2 1.239 2.987 TP9 2.413 2.309 TP10 1.234 1.506 TP11 2.345 2.908 TP12 3.456 2.113 TP13 1.654 2.222 TP14 2.321 1.559 TP15 0.789 2.727 TP16 0.456 3.408 TP17 0.223 2.322 TP18 1.546 1.110 BM3 0.557 2.101 TP19 1.353 2.131 TP20 2.458 2.358 TP21 2.221 1.424 TP22 3.105 1.588 TP23 0.557 0.898 TP24 3.455 1.231 TP25 2.626 2.358 TP26 1.325 1.357 TP27 0.898 3.264 BM4 0.566 2.565 TP28 2.356 1.543 TP29 1.259 1.553 TP30 1.110 2.598 TP31 2.369 2.015 TP32 3.122 1.567 TP33 0.897 3.011 TP34 1.335 2.234 TP35 2.131 1.353 BM5 1.357 ELEVATION 445.544 M
B. Double-Rodded Leveling 3. Complete differential level notes for the information shown and perform the customary arithmetic check. STATION BS HI FS STATION 1.722 BM1 127.378 m 1.722 ΤΡΙΗ 2.623 1.382 TP1L 2.789 1.522 TP2 H 3.089 0.899 TP2 L 3.214 0.714 ТРЗ Н 1.521 2.452 TP3 L 1.632 2.678 ТРА Н 2.333 1.113 TP4 L 2.589 1.523 TP5 H 0.667 2.877 TP5 L 0.986 2.543 3.521 BM2 3.214
DIFFERENTIAL LEVELING For the given differential level notes. Determine the station with the highest and 2. lowest elevation. Station BS HI FS Elevation BM-A 1.73 346.50 m TP-1 2.50 1.85 ТР-2 2.76 1.05 ТР-3 3.15 1.20 BM-B 1.93 0.74 ТР-4 1.67 0.98 TP-5 2.12 1.84 BM-C 1.77
1. Complete the differential level notes shown below and perform the customary arithmetic check. BS HI FS ELEVATION STA 2.085 ВМ 10 ТР 1 2.015 0.982 TP 2 1.864 1.428 0.579 1.527 ТР 3 ВМ 11 0.423 2.423 TP 4 1.446 1.807 ТР 5 ТР 6 1.778 1.725 2.051 2.339
Q.3 A level circuit is shown in figure. The survey, needed for local engineering project, commenced at BM 35, the elevation of new benchmarks 36, 37, 38 and 39 were determined, and then the level survey was looped back to BM 35, the point of commencement. Fined the adjusted new BMs. ВМ 35 Elevation(m) 185.000(fixed) 35 36 37 38 39 35 184.242 187.299 186.251 188.397 184.933 BM 36 0.9 km. вм 35 0.8 km OBM 37 0.8 km 0.6 km BM 39 BM 38 0.7 km