All of the columns for these problems are assumed to be in frames that are braced against sidesway. Each problem is solved by both the LRFD and the ASD procedures. Determine the LRFD design strength and the ASD allowable strength of the section shown if snug- tight bolts 3 ft on center are used to connect the

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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All of the columns for these problems are assumed
to be in frames that are braced against sidesway.
Each problem is solved by both the LRFD and the
ASD procedures.
Determine the LRFD design strength and the ASD
allowable strength of the section shown if snug-
tight bolts 3 ft on center are used to connect the
5 X
5×3{x},
A36 angles. The two angles,
oriented with the long legs back-to-back
(2L 5 ×3 x}
LLBB) and separated by 3/8 inch.
(KL),=(KL),=15 ft.
%3D
The effective length,
(Ans. 101.9 k LRFD; 67.8 k ASD)
y
in
2L 5 x 3을x을 LLBB
y
FIGURE P6-19
Toolw
Transcribed Image Text:All of the columns for these problems are assumed to be in frames that are braced against sidesway. Each problem is solved by both the LRFD and the ASD procedures. Determine the LRFD design strength and the ASD allowable strength of the section shown if snug- tight bolts 3 ft on center are used to connect the 5 X 5×3{x}, A36 angles. The two angles, oriented with the long legs back-to-back (2L 5 ×3 x} LLBB) and separated by 3/8 inch. (KL),=(KL),=15 ft. %3D The effective length, (Ans. 101.9 k LRFD; 67.8 k ASD) y in 2L 5 x 3을x을 LLBB y FIGURE P6-19 Toolw
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