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1. Deflection angles: A = 28° 25' 00" (L) E = 108° 13' 30" (L) F = 16° 50' O0" (R) B = 68° 03' 30" (L) C = 120° 34' 00" (L) G = 110° 00' 30" (L) D = 58° 30' 00" (R)

1. Deflection angles: A = 28° 25' 00" (L) E = 108° 13' 30" (L) F = 16° 50' O0" (R) B = 68° 03' 30" (L) C = 120° 34' 00" (L) G = 110° 00' 30" (L) D = 58° 30' 00" (R)

Structural Analysis
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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Draw the figure clearly and in detail given the solution provided below.
C' = C ± CORRECTION C' = 120°34'00" (LYF 30" C' = 120°34'30" (L) Sample Problem 2 E = 108° 13' 30" (L) / F = 16° 50' 00" (R) A = 28° 25' 00" (L) – B = 68° 03' 30" (L) / C = 120° 34' 00" (L)/ D = 58° 30' 00" (R) W G = 110° 00' 30" (L) / D' = D ± CORRECTION D' = 58°30'00" (R) - 30" D' = 58°29'30" (R) ERROR CORRECTION = 0°3'30" CORRECTION = 7 E' = E ± CORRECTION E' = 108°13'30" (L) + 30" E' = 108°14'00" (L) CORREECTION = 0°0'30" Adjusting the deflection angles: A' = A ± CORRECTION A' = 28°25'00" (L)+)30" A' = 28°25'30" (L) F = F+ CORRECTION F = 16°50'00" (R) - 30" F' = 16°49'30" (R) B' = B + CORRECTION B' = 68°03'30" (18 B' = 68°04'00" (L) G' = G ± CORRECTION G' = 110°00'30" (L) + 30" G' = 110°01'00" (L)
Transcribed Image Text:C' = C ± CORRECTION C' = 120°34'00" (LYF 30" C' = 120°34'30" (L) Sample Problem 2 E = 108° 13' 30" (L) / F = 16° 50' 00" (R) A = 28° 25' 00" (L) – B = 68° 03' 30" (L) / C = 120° 34' 00" (L)/ D = 58° 30' 00" (R) W G = 110° 00' 30" (L) / D' = D ± CORRECTION D' = 58°30'00" (R) - 30" D' = 58°29'30" (R) ERROR CORRECTION = 0°3'30" CORRECTION = 7 E' = E ± CORRECTION E' = 108°13'30" (L) + 30" E' = 108°14'00" (L) CORREECTION = 0°0'30" Adjusting the deflection angles: A' = A ± CORRECTION A' = 28°25'00" (L)+)30" A' = 28°25'30" (L) F = F+ CORRECTION F = 16°50'00" (R) - 30" F' = 16°49'30" (R) B' = B + CORRECTION B' = 68°03'30" (18 B' = 68°04'00" (L) G' = G ± CORRECTION G' = 110°00'30" (L) + 30" G' = 110°01'00" (L)
1. Deflection angles: A = 28° 25' 00" (L) B = 68° 03' 30" (L) C = 120° 34' 00" (L) D = 58° 30' 00" (R) E = 108° 13' 30" (L) F = 16° 50' 00" (R) G = 110° 00' 30" (L)
Transcribed Image Text:1. Deflection angles: A = 28° 25' 00" (L) B = 68° 03' 30" (L) C = 120° 34' 00" (L) D = 58° 30' 00" (R) E = 108° 13' 30" (L) F = 16° 50' 00" (R) G = 110° 00' 30" (L)
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