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Situation 2. A W14x90 of A992 steel is used as a pin-connected column. The 30ft long column is braced at mid-height with respect to its weak axis. Determine the axial compressive load. (ASD & LRFD) 30ft Properties of W14x90: 15ft 15ft A = 26.5 in.² d = 14.0 in. by = 14.5 in. t₁ = 0.710 in. tw = 0.440 in. Tx = 6.14 in. ry = 3.70 in. by/2t, = 10.2 h/tw = 25.9

Situation 2. A W14x90 of A992 steel is used as a pin-connected column. The 30ft long column is braced at mid-height with respect to its weak axis. Determine the axial compressive load. (ASD & LRFD) 30ft Properties of W14x90: 15ft 15ft A = 26.5 in.² d = 14.0 in. by = 14.5 in. t₁ = 0.710 in. tw = 0.440 in. Tx = 6.14 in. ry = 3.70 in. by/2t, = 10.2 h/tw = 25.9

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Situation 2. A W14x90 of A992 steel is used as a pin-connected column. The 30ft long column is braced at mid-height with respect to its weak axis. Determine the axial compressive load. (ASD & LRFD) 30ft Properties of W14x90: 15ft 15ft A = 26.5 in.² d = 14.0 in. by = 14.5 in. t₁ = 0.710 in. tw = 0.440 in. Tx = 6.14 in. ry = 3.70 in. by/2t, = 10.2 h/tw = 25.9
Transcribed Image Text:Situation 2. A W14x90 of A992 steel is used as a pin-connected column. The 30ft long column is braced at mid-height with respect to its weak axis. Determine the axial compressive load. (ASD & LRFD) 30ft Properties of W14x90: 15ft 15ft A = 26.5 in.² d = 14.0 in. by = 14.5 in. t₁ = 0.710 in. tw = 0.440 in. Tx = 6.14 in. ry = 3.70 in. by/2t, = 10.2 h/tw = 25.9
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