F17-3. The A992 steel column can be considered pinned at its top and bottom and braced against its weak axis at the mid-height. Determine the maximum allowable force P that the column can support without buckling. Apply a F.S. = 2 againstbuckling. Take A = 7.4(10-3) m², I, = 87.3(10-6) m*, and Iy = 18.8(10-6) m². IP 6 m 6 m

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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F17-3. The A992 steel column can be considered pinned
at its top and bottom and braced against its weak axis at the
mid-height. Determine the maximum allowable force P that
the column can support without buckling. Apply a F.S. = 2
againstbuckling. Take A = 7.4(10-3) m², I, = 87.3(10-6) m*,
and Iy = 18.8(10-6) m².
IP
6 m
6 m
Transcribed Image Text:F17-3. The A992 steel column can be considered pinned at its top and bottom and braced against its weak axis at the mid-height. Determine the maximum allowable force P that the column can support without buckling. Apply a F.S. = 2 againstbuckling. Take A = 7.4(10-3) m², I, = 87.3(10-6) m*, and Iy = 18.8(10-6) m². IP 6 m 6 m
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