Question: 6 - 1 7 . Assuming axial loads only, select W 1 0 sections for the interior column of the laterally braced frame shown in

6-17. Assuming axial loads only, select W10 sections for the interior column of the laterally braced frame shown in the accompanying illustration. Use Fy=50ksi and the LRFD method only. A column splice will be provided just above point B; therefore, select a column section for column AB and a second different column section for column BC and CD. Miscellaneous data: Concrete weighs 150lbft3.
LL on roof =30psf. Roofing DL=10psf.LL on floors =75psf. Superimposed DL on floors =12 psf. Partition load on floors =15 psf. All joints are assumed to be pinned. Frames are 35ft on center. (Ans.AB-W1054; Column BC & CD-W1033.
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6 - 1 7 . Assuming axial loads only, select W 1 0

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