Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- LINE DISTANCE(m) AZIMUTH AB 647.25 306.92 deg. BC 203.03 354.32 deg. CD 720.35 195.53 deg. DE 610.24 104.59 deg. EA 275.13 26.16 deg. Given the obtain data from Traversing. Determine the total area of the closed traverse in Acre.arrow_forwardGiven the following information for a simple spiraled curve: ol o = 38°00'00" o Da = 4°30'00" o Ls = 800 feet o T.S.Sta 35+00 What is the stationing of the C.S.? 35+44.44 43+44.44 None of the above 43+00.00 43+47.52arrow_forward6.16 See Figure 6.24. The five-sided, closed traverse has the following angles and for 15 distances: B umise los A = 38°30' B = 100°38' C = 149°50 Basigns no 11100D = 85°59' AB= 371.006 m BC = 110.222 m CD = 139.872 m DE 103.119 m E = 165°03' EA = 319.860 m +2- 725121 Moto C D unde Side AB has an azimuth of 306°31'. (a) Perform a check for angular closure. (b) Compute both bearings and azimuths for all sides. (c) Compute the latitudes and departures. 201 Az. = 306°31' E FIGURE 6.24 Sketch for Problem 6.16. Aarrow_forward
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