Using the LRFD procedure, select the lightest W10, 16 ft long beam-column in an unbraced frame. Based on a first-order analysis, the member supports the following factored loads: Pnt load of 148 k and Plt load of 106 k. The member also supports factored moments:Mntx moment of 92 ft-k and Mltx moment of 64 ft-k.The moments are equal at each end and the member is bent in single curvature. There are no transverse loads between the ends.Kx = 1.5,Ky =1.0,Pstory = 2800 k,Pe storyx = 72,800 k,Cb = 1.0 and Fy = 50 ksi.
Using the LRFD procedure, select the lightest W10, 16 ft long beam-column in an unbraced frame. Based on a first-order analysis, the member supports the following factored loads: Pnt load of 148 k and Plt load of 106 k. The member also supports factored moments:Mntx moment of 92 ft-k and Mltx moment of 64 ft-k.The moments are equal at each end and the member is bent in single curvature. There are no transverse loads between the ends.Kx = 1.5,Ky =1.0,Pstory = 2800 k,Pe storyx = 72,800 k,Cb = 1.0 and Fy = 50 ksi.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Using the LRFD procedure, select the lightest W10, 16 ft long beam-column in an unbraced frame. Based on a first-order analysis, the member supports the following factored loads: Pnt load of 148 k and Plt load of 106 k. The member also supports factored moments:Mntx moment of 92 ft-k and Mltx moment of 64 ft-k.The moments are equal at each end and the member is bent in single curvature. There are no transverse loads between the ends.Kx = 1.5,Ky =1.0,Pstory = 2800 k,Pe storyx = 72,800 k,Cb = 1.0 and Fy = 50 ksi.
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