Idealize the following braced frame as a truss. Compute the horizontal deflection at Node A. ● E = 29000 ksi Column: A = 10.0 in.² Diagonal brace: A = 1.09 in.² Beams: A = 10.0 in.2 ● ● 16' 20k LOK 77777 k 16'

Structural Analysis
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Chapter2: Loads On Structures
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Idealize the following braced frame as a truss. Compute the
horizontal deflection at Node A.
●
●
●
E = 29000 ksi
Column: A = 10.0 in.²
Diagonal brace: A = 1.09 in.²
Beams: A = 10.0 in.2
14
20k
1OK
77777
16'
A
Transcribed Image Text:Idealize the following braced frame as a truss. Compute the horizontal deflection at Node A. ● ● ● E = 29000 ksi Column: A = 10.0 in.² Diagonal brace: A = 1.09 in.² Beams: A = 10.0 in.2 14 20k 1OK 77777 16' A
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