The column shown is fabricated from two C250 x 30 standard steel shapes (see Appendix B for its cross-sectional properties) that are oriented back-to-back with a gap of 33 mm between the two channels. The column is fixed at its base and free to translate in the y direction at its upper end. Translation in the z direction, however, is restrained at its upper end. A load Pis applied at an offset distance of 430 mm from the channel flanges. Use the AISC equations given in Section 16.5, and assume that L = 4.1 m, s= 33 mm, E = 200 GPa, oy = 275 MPa, and (Gallow ); = 145 MPa. Offset- distance e P Lateral bracing in z direction C250 x 30 L C250 x 30 Cross section.

Elements Of Electromagnetics
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The column shown is fabricated from two C250 x 30 standard steel shapes (see Appendix B for its cross-sectional properties)
that are oriented back-to-back with a gap of 33 mm between the two channels. The column is fixed at its base and free to
translate in the y direction at its upper end. Translation in the z direction, however, is restrained at its upper end. A load Pis
applied at an offset distance of 430 mm from the channel
flanges. Use the AISC equations given in Section 16.5, and assume that L= 4.1 m, s = 33 mm, E = 200 GPa, oy = 275 MPa, and
(Gallow )h = 145 MPa.
Offset
distance e
Lateral bracing
in z direction
C250 x 30
y
C250 x 30
Cross section.
Transcribed Image Text:The column shown is fabricated from two C250 x 30 standard steel shapes (see Appendix B for its cross-sectional properties) that are oriented back-to-back with a gap of 33 mm between the two channels. The column is fixed at its base and free to translate in the y direction at its upper end. Translation in the z direction, however, is restrained at its upper end. A load Pis applied at an offset distance of 430 mm from the channel flanges. Use the AISC equations given in Section 16.5, and assume that L= 4.1 m, s = 33 mm, E = 200 GPa, oy = 275 MPa, and (Gallow )h = 145 MPa. Offset distance e Lateral bracing in z direction C250 x 30 y C250 x 30 Cross section.
Using the interaction equation method, determine the magnitude of the largest load P that may be applied to the column.
Answer: Pmax
! kN
i
Transcribed Image Text:Using the interaction equation method, determine the magnitude of the largest load P that may be applied to the column. Answer: Pmax ! kN i
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