Compute the available strength of the compression member shown in Figure 4.22. Two angles, 5 × 3 x ½, are oriented with the long legs back-to-back (2L5 × 3 x 12 LLBB) and separated by s inch. The effective length, L, is 16 feet, and there are three fully tightened intermediate connectors. A36 steel is used. FIGURE 4.22 O O a a a 16'

Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.5.1P
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Compute the available strength of the compression member shown in Figure 4.22.
Two angles, 5 × 3 x ½, are oriented with the long legs back-to-back (2L5 × 3 x
12 LLBB) and separated by s inch. The effective length, L, is 16 feet, and there
are three fully tightened intermediate connectors. A36 steel is used.
FIGURE 4.22
O O
a
a
a
16'
Transcribed Image Text:Compute the available strength of the compression member shown in Figure 4.22. Two angles, 5 × 3 x ½, are oriented with the long legs back-to-back (2L5 × 3 x 12 LLBB) and separated by s inch. The effective length, L, is 16 feet, and there are three fully tightened intermediate connectors. A36 steel is used. FIGURE 4.22 O O a a a 16'
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