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) %3D
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) %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. Deflection angles:
A = 28° 25' 00" (L)
E = 108° 13' 30" (L)
F = 16° 50' 00" (R)
G = 110° 00' 30" (L)
B = 68° 03' 30" (L)
%3D
C = 120° 34' 00" (L)
D = 58° 30' 00" (R)
%3D
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