I need the answer as soon as possible instruQ2-Compute the corrected elevations of all points if R.L. (known) of B.M.was (170.850 m) and RL. (computed) of B.M. was (170.858 m), C 10 usingthe following datE-%3DR.L.PuintDistance170.850BM.4001172.433850176.3099503.174.540690B.M.170.858

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Answered: Q2-Compute the corrected elevations of…

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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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
2. Complete the missing data. LINE DISTANCE (meter) BEARING 1-2 123.4450 140.2336 S 73.45E N 18.19E 2-3 3-4 4-5 146.3536 164.868 S74.21E S 19.71 W S81.90 W N 52.88 W 5-6 6-7 194.7219 7-1 96.3024
1Q is 18 7T is 72
Q7) Calculate the coordinates. Check whether the error is acceptable. Make corrections. N 59.0701g S2 145.5558g S1 161.51849 A x=315.122m $3 S6 120.6210g 167.8089g S4 F S5 Y (m) x (m) Дх B (grad) a (grad) S (m) Ay STATION A 137.619 214.077 170.542 D 189.664 225.219 F 156.907 A 8 y=74.056m
f A 11:- docx.js The following consecutive reading were taken with a level and 4m leveling staff ground at common interval of 30m as 0.725 on A,0.935,2.845,3.745,3.935,0.965,1.135,1.785,2.625,3.845,0.965,1.575 and 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. II >
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
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
FIND CENTROID (C.G.) FIND Ix WI2X40 WIZX40 Ix= 307 im" A- 11.7 in 307 int WT 6X20 A-5.84m エx14.イm 1.09 im. WIZX40 とWTGX20 21 の

Question2 Course LAT DEP DMD 2A 172.5 11.5 12.55 AB 15 11.5 BC 16.75 33.55 595.4625 CD -20.45 27.65 -815.675 DE -5.75 -13.25 -6.05 34.7875 EA 3.50 -9.65 -33.775 a. What is the length of course CD, express in 2 decimal places b. What is the departure of course EA, express in 2 decimal places c. What is the area of the traverse, express in 2 decimal places. Do not include negative sign
Q" shape of flaverse & close Bopen open Traverse typesy=- free open traverse 22-Districted • Pentyaverse Ex: N am F-BABE ||| B 17+55 m) = A = 268 08 Hő B = 273° 55' 40" C= 18° of 40" D = 301⁰ 36 20 O E = 1h6 20 L 17.35m с جمع EQ 26 20 N 13.79m E Scanned with CamScanner
Observations from unknown pointFlagpole: 18°05'37''King's Battery: 38°03'36''Plumpud: 52°55'01'' Y XFlagpole +49835.50 +59098.10King’s Battery +50750.11 +58299.80Plumpud +50345.40 +58164.13 1. Calculate the coordinates of your unknown point using Q-point method for resection.
EVALUATE once he given throvene uning fo) Compou Rule and (b) franat Rule COURSE LENGTH (m) BEARING AB 49585 NOS" 30E BC 850.62 N 46 02 E CD 855.45 56 38 E DE 1020.87 S12 25E 1117.26 383 44 W EF 660.08 N SS O W FA

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Q2-Compute the corrected elevations of all points ifR.L. (known) of B.M. was (170.850 m) and RL. (computed) of B.M. was (170.858 m), C= 10 using the following date- R.L. Point Distance 170.850 BM 400 172.433 850 176.309 950 3. 174.540 690 B.M. 170.858 1.