1. Below is a transit and tape survey notes of a lot, compute the following:a. Linear error of closure of the traverse.b. Area of the lot by DMD method in sq. meter.c. Plot the traverse.DeflectionSTA Line BearingDistangle1-2 N 10° E 55° 30' R 650 m99° 30 R 895 m44° 00' R 315 m92° 00' R 875 m68° 55 R 410 m122-333-444-555-12. Determine the lengths of the two non- adjacent missing sides of a given closed traverse.AZIMUTH(fromSouth)250° 55LINEDISTANCE1-2437.26 m2-3354° 30'299.08 m3-430° 44'4-586° 40'185.85 m5-1156° 19

NOTE: We’ll answer the first question as per rule c) Plot the traverse θ is deflection angle

1. Below is a transit and tape survey notes of a lot, compute the following: a. Linear error of closure of the traverse. b. Area of the lot by DMD method in sq. meter. c. Plot the traverse. Deflection STA Line Bearing Dist angle 1-2 N 10° E 55° 30 R 650 m 99° 30 R 44° 00' R 315 m 92° 00' R 875 m 68° 55 R 410 m 2 2-3 895 m 3 3-4 4 4-5 5 5-1 2. Determine the lengths of the two non- adjacent missing sides of a given closed traverse. AZIMUTH (from South) 250° 55 LINE DISTANCE 1-2 437.26 m 2-3 354° 30' 299.08 m 3-4 30° 44' ------- 4-5 86° 40 185.85 m 5-1 156° 19' ------ --

1. Below is a transit and tape survey notes of a lot, compute the following: a. Linear error of closure of the traverse. b. Area of the lot by DMD method in sq. meter. c. Plot the traverse. Deflection STA Line Bearing Dist angle 1-2 N 10° E 55° 30 R 650 m 99° 30 R 44° 00' R 315 m 92° 00' R 875 m 68° 55 R 410 m 2 2-3 895 m 3 3-4 4 4-5 5 5-1 2. Determine the lengths of the two non- adjacent missing sides of a given closed traverse. AZIMUTH (from South) 250° 55 LINE DISTANCE 1-2 437.26 m 2-3 354° 30' 299.08 m 3-4 30° 44' ------- 4-5 86° 40 185.85 m 5-1 156° 19' ------ --

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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