Given the following information Course AB BC CD DE EA Azimuth N 60°00' W 300°00' S 40° 38' W 220° 38' S 10 28' W 190 28' Bearing S 83°33' E 96°27' N 81°30' E 81°30′ Distance (m) 371.006 110.222 139.872 103.119 319.860 Latitude Departure a. compute the latitude and departure (put your answers in a table) b. determine the error of closure and compute the precision ration and express in a format of (1:XXXX)

Given the following information Course AB BC CD DE EA Azimuth N 60°00' W 300°00' S 40° 38' W 220° 38' S 10 28' W 190 28' Bearing S 83°33' E 96°27' N 81°30' E 81°30′ Distance (m) 371.006 110.222 139.872 103.119 319.860 Latitude Departure a. compute the latitude and departure (put your answers in a table) b. determine the error of closure and compute the precision ration and express in a format of (1:XXXX)

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

(a) Briefly explain the main reason the used of transition curves, how the transition curve is used in road geometry design and the purpose of super-elevation in combine road curve design. Q3. (b) Two straights, Al and IB, whose bearings are DDD° AI' Al" and DDD° IB' IB" respectively intersect at point I, are to be connected by a combined curve. The chainage of point / is CCCC m, while the design speed and radius have been fixed at 90 km/h and 550 m respectively. Adopting a rate of change of acceleration of 0.3 m/s. As a civil engineer have been assign to do a trial analysis of the proposed design of horizontal combine curve (T1, T2, T3 and T4) and prepared road curve setting-out data (T1 to T2, T2 to T3, T3 to T4) at 20 m intervals using deflection angle and chord distance method. (c) By adopting the coordinate of intersection point / as (YYYY N, XXXX E). Calculate the coordinate of tangent point for T1, T2, T3 and T4.
Please provide correct answers, thanks
find Q ? L: 7om dsolm Leioum fso002 fzoul
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
TRIANGULATION LINE DISTANCE BEARING CD 20 m S 850 20 E CA N 28º 15 W СВ N 65º 30' E DA N 700 W DB N 80º 15 E 에 에 에
CE - 4510 HOMEVNORIK # O 40" - So00 psi २ ८० CHECK Asmin 4 Et >0.c05 FIND Mn 下 3° z8.s" 27 6-#10
Given is Station C with N,E= (1000, 1000) B Line AB CD DE EA D Length: Bearing: 59.55 S 65° 47' E 96.00 $43° 9' E 75.32 542°51″W 117.88 N 58° 6' W 95.96 N 19°54'E Lat -27.23 Dep: 52.96 ماما .05) 40.04 - -55.23 -51.22 G2.28 -100.08 90.23 32.07 Compute for the Northings and Eastings of the stations, and COMPUTE for the AREA by splitting it into MULTIPLE TRIANGLES ABC, ACD, and ADE and SHOW the computation for lengths and bearings of sides CA and DA.
Please check it traversing
i need the answer quickly
The calcula te Based and lengths shown, On The bearing and lantude departure, linear micclosure Of the traverre, If all station s have 0,953 angle and Pre cicion correction NCY? 104 35' G10, 45 10. o00 NCY) 10,000 ES 30¢'54' 6 47,02 sian'on Bea ing lLength 26°10' 04° 35' l ar 30' 358°18' 306°4! A 285.10 G10.45 720,48 203.00 E 69 7.02 195 30 358 18 203 .00
Illustrate this.
Find the missing data and complete the table below. DIST (m) 23.324 27.459 ? 69.771 22.361 20.591 20.616 15.811 LINE AB BC CD CD DE EF FG GH HA Missing data: LINE Bearing N 30° 58' E N 56° 53' E ? S 27° 18' W N 26° 34' W S 60° 57' W N 14° 2¹ E N 71° 34' W DISTANCE (M) DIRECTION BEARING ANGLE (°)