eling between BMs A, B, C, D, and A gives elevation meters) of -15.339, +32.165, +37.921, and -54.732, and n of 2.0, 4.0, 2.0, and 4.0, respectively. The elevation of A is Part A Compute the adjusted elevations of BMS B, C, and D Express your answers in meters to six significant figures separated by commas. ElevB, Elevc, Elevp = Submit Part B Compute the order of leveling. Request Answer O First order, level I O First order, level II OOC O Second order, level I O Second order, level II O Third order Submit Request Answer 195| ΑΣΦ 4t | vec ? m

eling between BMs A, B, C, D, and A gives elevation meters) of -15.339, +32.165, +37.921, and -54.732, and n of 2.0, 4.0, 2.0, and 4.0, respectively. The elevation of A is Part A Compute the adjusted elevations of BMS B, C, and D Express your answers in meters to six significant figures separated by commas. ElevB, Elevc, Elevp = Submit Part B Compute the order of leveling. Request Answer O First order, level I O First order, level II OOC O Second order, level I O Second order, level II O Third order Submit Request Answer 195| ΑΣΦ 4t | vec ? m

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

Differential leveling between BMS A, B, C, D, and A gives elevation differences (in meters) of -15.696, +32.522, +38.278, and -55.089, and distances in km of 2.0, 3.0, 1.0, and 4.0, respectively. The elevation of A is 634.597. Part A www openvellum.ecollege.com Compute the adjusted elevations of BMS B, C, and D. Express your answers in meters to six significant figures. Enter your answers separated by commas. ΜΕ ΑΣΦ. 11 Ivec Eleva, Eleve. Elevp = Submit Request Answer Part B Compute the order of leveling. First order, level I First order, level II Second order, level I Second order, level II ww ? m @47%)
Given the following data, calculate the elevation of hilltop point B. Slope dist., S Zenith angle 2935.260 m 108° 43' 37" BM EA 308.420 m hi =r Horizontal Dist., H datum hm V+ hm Ев
Differential leveling between BMS A, B, C, D, and A gives elevation differences (in meters) of -14.959, +31.785, +37.541, and -54.352, and distances in km of 2.0, 4.0, 2.0, and 4.0, respectively. The elevation of A is 634.597. Part A Compute the adjusted elevations of BMs B, C, and D. Express your answers in meters to six significant figures separated by commas. ElevB, Elevc, Elevp = Submit Request Answer Part B Compute the order of leveling. First order, level I O First order, level II Second order, level I O Second order, level II O Third order 197| ΑΣΦ Submit Request Answer vec ? m
Differential leveling between BMs A, B, C, D, and A gives elevation differences (in meters) of -14.959, +31.785, +37.541, and -54.352, and distances in km of 2.0, 4.0, 2.0, and 4.0, respectively. The elevation of A is 634.597 Compute the adjusted elevations of BMs B, C, and D. Express your answers in meters to six significant figures separated by commas. ElevB, Elevc, Elevp = Part B Compute the order of leveling. O First order, level I O First order, level II O Second order, level I O Second order, level II O Third order [Π ΑΣΦ vec ? m
To determine the mean elevation of a station O interpolated in a triangulation system, the following observations were made Station Height of Instrument 1.53 0 1.53 1.53 Station Distance Height of Observed (in m) Signal 3684 5.58 4698 4.11 4.9 5028.6 D EF Vertical angle +1°1'20" +0°52'50" +0°34′10" Remarks R sin 1" 30.88 m m = 0.07 log sin1° = 6.685575
The area of a triangular lot is to be computed, given the following trials for the stadia interval factor: 102, 94, 97, 98, 104, and 107. The lot has its boundary named as Station A, B, and C while the instrument is placed at the same Stations A, B, and C. At Station A reading the leveling rod at point B is at N15°E with a stadia intercept of 1.762, rod reading of 2.165 m, and an angle of -11°. At Sta. B rod reading at point C is at N30°W with a stadia intercept of 1.729, rod reading of 0.722 m and an angle of +14° and At Station C reading the leveling rod at point A has a stadia intercept of 1.248 rod reading of 1.657 m with 0°. Determine the area of the lot if the stadia interval factor is the mean of the trials.
The following consecutive reading were taken with a level and 4m leveling staff ground at common interval of 30m as0.725 on A,0.935,2.845,3.745,3.935,0.965,1.135, 1.785,2.625,3.845,0.965,1.575and 2.015 on B. The elevation of point A is 220.50m. Makeup level book page, apply usual check and calculate the reduced levels of points. Also .calculate the gradient of line AB Option 1 O
The following consecutive reading were taken with a level and 4m leveling staff ground at common interval of 30m as0.725 on A,0.935,2.845,3.745,3.935,0.965,1.135,1.785, 2.625,3.845,0.965,1.575and 2.015 on B. The elevation of point A is 220.50m. Makeup level book page, apply usual check and calculate the reduced levels of points. Also .calculate the gradient of line AB
1) Differential leveling between BMs A, B, C, D, and A gives elevation differences (in meters) of -16.078, +32.904, +38.66, and -55.471, and distances in km of 2.0, 4.0, 2.0, and 4.0, respectively. The elevation of A is 634.597. a) Compute the adjusted elevations of BMs B, C, and D. Express your answers in meters to six significant figures separated by commas.
Answer the subquestions: A. A slope measurement of 545.38 m is made between points A and B. The elevation of A is 424.25 m and that of B is 459.06 m. Determine the horizontal distance between two points. B. A traverse line was measured in three sections: 295.85 m at slope 8°45’, 149.58 m at 4°29’, and 373.48 m at slope 4°23’. Determine the horizontal length of the line. Note: Draw the figure and show the complete solution. Provide a recheck of the answers.
Complete the following level notes. Show your detailed solution and checking. Differential Leveling Station BM1 ΤΡΙ TP2 TP3 TP4 TP5 BM2 BS 1.050 1.224 1.276 1.087 1.162 1.751 HI FS - 1.923 1.481 2.290 2.140 2.700 2.565 Elevation 147.630
e E:EE • Asiacell l. A docs.google.com Lläi 6 To establish a new benchmark on point B using 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 Point Remarks Remarks BS FS 3.305 Point BS FS B.M1 RL=34.585 B 0.405 T. P1 30.06 0.672 T. P4 4.24 1.795 A 4.01 1.825 T. P5 3.35 3.485 Т. Р2 3.315 2.485 B.M2 2.78 RL=42.093 Т. РЗ 3.315 | 1.235 B 3.715 41.97m O 40.95m 46.97m 39.97m 43.67m 45.98m 44.37m blä 3 * If Ø=0.987643 rad. Find Ø in degrees