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

See similar textbooks

Similar questions

PLEASE ANSWER AS SOON AS POSSIBLE
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
Problem 2. Calculate the area of the closed traverse or field in square meters (using coordinate method). 4 -2 12 -10 -8 6 4 ---2 -2 A (4,10) p (2,2) 2 4 6 8 1 B (9,7) C (11,2) 10 12 14
In chain and compass traversing, the magnetic bearings of the survey lines are measured by a O a. dumpy level O b. chain O c. theodolite O d. compass
Compute the moment capacity of the t-beam shown in Fiqure below- use NSCP 2010- BEAM LDAD ING AND GEo GEONETRY 24" W= 0.5 K/A 24 3H10 H2H 10' 10'
Problem ABC. Five measurements were made to determine the lenght of a line and recorded as follows: 350.33, 350.22, 350.30, 350.27, and 350.30 meters. The most probable value of the lenght measured was. answer: 350.28 now, On Problem ABC. What will be the residual of the second measurement choices: a. -0.06, b. 0.06, c. -0.02, d. 0.02 -On Problem ABC. What will be the value of probable error of the mean choices: a. 0.08, b. 0.094, c. .085, d. 0.095
Instructions: Show complete solution and box final answer/s.
Problem 4: Inputs: ● ● a = 6 m b = 1.5 m w = 4x + 1.2 x³ N/m Compute Ay. Indicate direction (up/down) along with your boxed answer. a W B b
QUESTION 4 Table Q4 shows the booking of levelling fieldwork conducted during light rain. It was later found out that some of the readings are illegible due to the rain water. Complete the booking and perform all checks. Table Q4 BS IS FS HPC RL Remarks 19.245 17.155 TBM 1 RL 17.155 2.010 A 17.169 3.431 0.461 18.784 с (СР) 3.079 D 1.471 20.744 E ? 21.455 ТВМ 2 RL 21.459
Hello kindly please help me answer this question. Letter D. The other paper attached is for reference of datas
determine the relative error of the closure