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'
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'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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