Determine the adequacy of the following axial tension and bending members subject to the load conditions given: a) W5x19 b) W12x106 Fy = 36 ksi Fy= 50 Pu = 45 kips Mux = 23 kip-ft = 400 Muy = 0 kip-ft Muy = Pu = 180 Mux = 80 In all cases, assume there are no holes in the member (GSY only) and it is adequately braced against lateral torsional buckling (Ln = 0) .
Determine the adequacy of the following axial tension and bending members subject to the load conditions given: a) W5x19 b) W12x106 Fy = 36 ksi Fy= 50 Pu = 45 kips Mux = 23 kip-ft = 400 Muy = 0 kip-ft Muy = Pu = 180 Mux = 80 In all cases, assume there are no holes in the member (GSY only) and it is adequately braced against lateral torsional buckling (Ln = 0) .
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![13-5: Determine the adequacy of the following axial tension and bending members subject to the load
conditions given:
а) W5x19
b) W12x106
Fy = 36 ksi
Fy= 50
Pu = 45 kips Mux = 23 kip-ft
Pu = 180
Muy = 0 kip-ft
Muy = 80
Mux = 400
In all cases, assume there are no holes in the member (GSY only) and it is adequately braced
against lateral torsional buckling (Lp = 0) .
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff5674622-ef7e-4a4f-8817-ac0220ea418c%2F3b10a507-3ec1-48ac-a275-28940828973c%2Fbh44s4v_processed.png&w=3840&q=75)
Transcribed Image Text:13-5: Determine the adequacy of the following axial tension and bending members subject to the load
conditions given:
а) W5x19
b) W12x106
Fy = 36 ksi
Fy= 50
Pu = 45 kips Mux = 23 kip-ft
Pu = 180
Muy = 0 kip-ft
Muy = 80
Mux = 400
In all cases, assume there are no holes in the member (GSY only) and it is adequately braced
against lateral torsional buckling (Lp = 0) .
%3D
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