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Draw the figure in detail give the corrected deflection angles below (the values were the boxed ones).

Draw the figure in detail give the corrected deflection angles below (the values were the boxed ones).

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 in detail give the corrected deflection angles below (the values were the boxed ones).
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)
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