Design an interior column (using rolled W-shape made of ASTM A992 steel (Fy = 50 ksi) for a multistory rigid frame. No bracing is provided on both parallel-to-paper and perpendicular-to-paper planes. The axial compressive load is 175 kips DL and 500 kips LL. Bending moments are neglected. All beams are W14x68. Consider parallel-to-paper direction only. For determining K, neglect inelastic action, and use Ix for beams and ly for columns. Use ASD specifications. Put your final answers at the text box below. W14X68 36-0 14'-0 14'-0 Same as design column W14X68 (beam) Design this column 36-0 36-0-
Design an interior column (using rolled W-shape made of ASTM A992 steel (Fy = 50 ksi) for a multistory rigid frame. No bracing is provided on both parallel-to-paper and perpendicular-to-paper planes. The axial compressive load is 175 kips DL and 500 kips LL. Bending moments are neglected. All beams are W14x68. Consider parallel-to-paper direction only. For determining K, neglect inelastic action, and use Ix for beams and ly for columns. Use ASD specifications. Put your final answers at the text box below. W14X68 36-0 14'-0 14'-0 Same as design column W14X68 (beam) Design this column 36-0 36-0-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Design an interior column (using rolled W-shape made of ASTM A992 steel (Fy = 50 ksi)
for a multistory rigid frame. No bracing is provided on both parallel-to-paper and
perpendicular-to-paper planes. The axial compressive load is 175 kips DL and 500 kips LL.
Bending moments are neglected. All beams are W14x68. Consider parallel-to-paper
direction only. For determining K, neglect inelastic action, and use Ix for beams and ly for
columns. Use ASD specifications.
Put your final answers at the text box below.
Same as
14'-0
design column
W14X68
W14x68 (beam)
14'-0
Design this
column
-- 36'-0
36'-0
-36'-0
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