Complete a set of differential leveling field notes for the simulated survey below. Perform a mathematical error check and an allowable error check of your completed field notes. Show all work. BM-1 TP-1 BM 1 TP-2 BM-2 TP-3 9.60 BM-1 1.14 Sta ㅈ Set-up #1 π Set-up #5 B.S. 4.41 TP-1 8.96 12.25 7.96 TP-3 HI ^ Set-up #2 F.S. 12.98 1.61 TP-2 ^ Set-up #4 Elev. Set-up #3 100.00 7.95 1.99 Distance BM 2 250" 275 325' 405 225' Closing elevation = Error of closure = A EBS-EFS Math error. YES or Allowable error = Survey: ОК or REDO NO Note: Total survey distance (ft.) it the sum of the values in the "Distance" column.

Complete a set of differential leveling field notes for the simulated survey below. Perform a mathematical error check and an allowable error check of your completed field notes. Show all work. BM-1 TP-1 BM 1 TP-2 BM-2 TP-3 9.60 BM-1 1.14 Sta ㅈ Set-up #1 π Set-up #5 B.S. 4.41 TP-1 8.96 12.25 7.96 TP-3 HI ^ Set-up #2 F.S. 12.98 1.61 TP-2 ^ Set-up #4 Elev. Set-up #3 100.00 7.95 1.99 Distance BM 2 250" 275 325' 405 225' Closing elevation = Error of closure = A EBS-EFS Math error. YES or Allowable error = Survey: ОК or REDO NO Note: Total survey distance (ft.) it the sum of the values in the "Distance" column.

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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Assignment M M Station BS A B с D E Standard leveling field book format (HI method) Date Observer Location Weather Inst. No IS M 0.628 2.259 000 1.564 1.000 FS 1.210 0.991 HI Dr Booker RL 100.000 0000000 Temp Remark BM (top of a spike) Ok!
HM 36 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) 119.010(fixed) 35 36 37 38 39 35 123.342 118.206 118.451 120.491 118.933 09 km. DM 35 O8 km DBM 37 08 km 08 km BM 39 BM 38 0.7 km
AS1. NO4 DATA ANALYSIS
Meet - nzw-pimo-rw anuwwlPx-a_a7HdrtDNnmaFDF2GGA/formResponse none of the above. O To establish a new benchmark on point Busing a levelling instrument. The work had been done between B.M1 and B.M2 to the required point B, and the observations were recorded as in the tables below. Calculate the best value *of elevation for point B B.M1 B B.M2 B BS Point B.M1 T. P1 BS FS 3.305 Remarks RL-34.585 FS 0.405 4.24 3.35 Point Remarks B 30.06 0.672 1.825 2.485 3.315 1.23S 3.715 T. P4 T. PS B.M2 1.795 A 4.01 3.485 Т. Р2 T. P3 3.315 2.78 RL=42.093 B 39.97m 41.97m 46.97m 45.98m O 44.37m O 40.95m O * Reciprocal ranging is employed when one end of a line is inaccessible. O the ends of the line are not visible even from intermediate points. O both the ends are inaccessible. the two ends of a line are not intervisible,O O O O O O O O O O OC
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
Station BS HI FS Elevation BM-125 920.00 ТР-1 3.11 X 1.27 920.47 ТР-2 Y 926.28 1.11 ТР-3 2.74 2.00 BM-126 1.33 What is the value of Y?
Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude and departure using compass rule: Line Distance Latitude Departure Adjustment (Lat) Adjustment (Dep) Adjusted Lat Adjusted Dep 1-2 388.08 -234.363 -309.322 2-3 732.72 732.665 8.952 3-4 324.78 -22.938 323.969 4-1 477.24 -476.557 -25.531 Express all answer unitless and with 3 decimals for A to J Next
PROBUEM 2. Gven: F: 45ON 6: 36ON Find : mc MA , MB, ME ME I 3, F 2m
On the drawing below, the virtual condition of the 4 holes is? O .450 .375 O.395 O .020 D O .430 Ø3.000 .020 0 10 45° 4X Ø.395-.430 Ø.500-.510 Ø.020MABMCM +0.010M ADM Ø2.000 .375-.395 4.000MABM C A 0.005MA B
0 a 2178 kN O b. 3726 kN 1| select one: WG o weiox92
Question 1 of 5 - / 20 > View Policies Current Attempt in Progress Determine the y-coordinate of the centroid of the shaded area. y Ix=y2/b 0.60b Answer: y = i b Save for Later Attempts: 0 of 1 used Submit Answer II
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