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Use the code equations to determine the factored compressive resistance for the following. Check using the selection tables. Assume pinned ends unless noted otherwise: a) 38 x 140 x 2400 No 2 SPF wall studs in a sheathed wall @ 600 mm O.C. b) 140 x 191 x 4500 No 1 D. Fir L column with the weak axis braced at mid-height

Use the code equations to determine the factored compressive resistance for the following. Check using the selection tables. Assume pinned ends unless noted otherwise: a) 38 x 140 x 2400 No 2 SPF wall studs in a sheathed wall @ 600 mm O.C. b) 140 x 191 x 4500 No 1 D. Fir L column with the weak axis braced at mid-height

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.13.2P
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Use the code equations to determine the factored compressive resistance for the following. Check using the selection tables. Assume pinned ends unless noted otherwise: a) 38 x 140 x 2400 No 2 SPF wall studs in a sheathed wall @ 600 mm O.C. b) 140 x 191 x 4500 No 1 D. Fir L column with the weak axis braced at mid-height
Transcribed Image Text:Use the code equations to determine the factored compressive resistance for the following. Check using the selection tables. Assume pinned ends unless noted otherwise: a) 38 x 140 x 2400 No 2 SPF wall studs in a sheathed wall @ 600 mm O.C. b) 140 x 191 x 4500 No 1 D. Fir L column with the weak axis braced at mid-height
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