Please answer correctly 12. Giventhe following tabulated data for a closedđtra-verse in which the lengths of sides CD and DE are unknown.LATITUDEDEPARTURELENGTH(m)SIDEBEARING+N-S+ES85°58'Es03*05'wS52°50'wNI2 42'wN40° 15'EAB541.5538.09540.21BC795.62794.47(Unknown)42.80CDUnknown(Unknown)DEUnknown(Unknown)(Unknown)420.14EA650.25496.29If CE is chosen as the closing line, its length isa) 977.23 mb) 581.28 mc) 853.71 md) 24.11 me) 35.41 m13. In Question 12,rounded to the nearest minute, isthe bearingof the closing line CB,a) S69 52'Eb) N64° 32'Wc) N69 52'Wd') S70° 40'Ee) N73° 09'W

Answered: Image /qna-images/answer/afa54293-7b81-403b-874c-1c677dcd442a.jpg

12. Given the following tabulated data for a closed tra- verse in which the lengths of sides CD and DE are unknown. SIDE LENGTH LATITUDE DEPARTURE BEARING (m) +N -S +E S85'58'E s03°05'w S52 50'w N12°42'w N40° 15'E AB 541.55 795.62 38.09 794.47 (Unknown) BC 540.21 CD Unknown 42.80 (Unknown) (Unknown) 420.14 DE Unknown (Unknown) EA 650.25 496.29 If CE is chosen as the closing line, its length is a) 977.23 m b) 581.28 m c) 853.71 m d) 24.11 m e) 35.41 m 13. In Question 12, the bearing of the closing line CB. rounded to the nearest minute, is a) S69 52'E b) N64° 32'w c) N69°52'W d') S70° 40'E e) N73° 09'W

12. Given the following tabulated data for a closed tra- verse in which the lengths of sides CD and DE are unknown. SIDE LENGTH LATITUDE DEPARTURE BEARING (m) +N -S +E S85'58'E s03°05'w S52 50'w N12°42'w N40° 15'E AB 541.55 795.62 38.09 794.47 (Unknown) BC 540.21 CD Unknown 42.80 (Unknown) (Unknown) 420.14 DE Unknown (Unknown) EA 650.25 496.29 If CE is chosen as the closing line, its length is a) 977.23 m b) 581.28 m c) 853.71 m d) 24.11 m e) 35.41 m 13. In Question 12, the bearing of the closing line CB. rounded to the nearest minute, is a) S69 52'E b) N64° 32'w c) N69°52'W d') S70° 40'E e) N73° 09'W

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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