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 totranslate in the y direction at its upper end. Translation in the z direction, however, is restrained at its upper end. A load P isapplied at an offset distance of 430 mm from the channelflanges. 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 ePLateral bracingin z directionC250 x 30LC250 x 30Cross section. Determine the magnitude of the moment in the beam about the z direction for a load of 75 kN. Since you're entering amagnitude, enter a positive value.Answer: M, = i! kN-meTextbook and MediaSave for Later Last saved 1 minute ago.Attempts: 0 of 5 used Submit AnswerSaved work will be auto-submitted on the due date.Determine the magnitude of the bending stress obend for bending about the z axis for a load of 75 kN. Since you're entering amagnitude, enter a positive value.Answer: Obend =iMPaeTextbook and MediaAttempts: 0 of 5 used Submit AnswerSave for LaterDetermine the magnitude of the axial stress oaxial for a load of 75 kN. Since you're entering a magnitude, enter a positive value.Answer:oaxial =iMPa

Answered: Image /qna-images/answer/5f05bd9d-29e1-4764-ab53-223c23171760.jpg

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 (вallow), 3D 145 MРа. Offset- distance e P Lateral bracing in z direction C250 x 30 L C250 x 30 Cross sestion

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 (вallow), 3D 145 MРа. Offset- distance e P Lateral bracing in z direction C250 x 30 L C250 x 30 Cross sestion

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.2.7P: Rigid bar ACB is supported by an elastic circular strut DC having an outer diameter of 15 in. and...

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