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A W200 × 46.1 structural steel shape (see Appendix B for the cross-sectional properties) is used as a column to support an eccentric axial load P. The column is 4 m long and it is fixed at its base and free at its upper end. At the upper end of the column, the load P is applied to a bracket at a distance of e = 150 mm from the x axis, creating a bending moment about the strong axis of the W200 x 46.1 shape (i.e., the z axis). Assume E = 200 GPa and ơy = 250 MPa and calculate the largest magnitude of the eccentric load P that may be applied to the columns using (a) AISC equations of allowable stress method (b) Interaction method. Use oending = 180 MPa.

A W200 × 46.1 structural steel shape (see Appendix B for the cross-sectional properties) is used as a column to support an eccentric axial load P. The column is 4 m long and it is fixed at its base and free at its upper end. At the upper end of the column, the load P is applied to a bracket at a distance of e = 150 mm from the x axis, creating a bending moment about the strong axis of the W200 x 46.1 shape (i.e., the z axis). Assume E = 200 GPa and ơy = 250 MPa and calculate the largest magnitude of the eccentric load P that may be applied to the columns using (a) AISC equations of allowable stress method (b) Interaction method. Use oending = 180 MPa.

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.5.8P
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4. A W200 × 46.l structural steel shape (see Appendix B for the cross-sectional properties) is used as a column to support an eccentric axial load P. The column is 4 m long and it is fixed at its base and free at its upper end. At the upper end of the column, the load P is applied to a bracket at a distance of e 150 mm from the x axis, creating a bending moment about the strong axis of the W200 × 46.1 shape (i.e., the z axis). Assume E = 200 GPa and oy = 250 MPa and calculate the largest magnitude of the eccentric load P that may be applied to the columns using (a) AISC equations of allowable stress method (b) Interaction method. Use obending = 180 MPa. eccentricity e P
Transcribed Image Text:4. A W200 × 46.l structural steel shape (see Appendix B for the cross-sectional properties) is used as a column to support an eccentric axial load P. The column is 4 m long and it is fixed at its base and free at its upper end. At the upper end of the column, the load P is applied to a bracket at a distance of e 150 mm from the x axis, creating a bending moment about the strong axis of the W200 × 46.1 shape (i.e., the z axis). Assume E = 200 GPa and oy = 250 MPa and calculate the largest magnitude of the eccentric load P that may be applied to the columns using (a) AISC equations of allowable stress method (b) Interaction method. Use obending = 180 MPa. eccentricity e P
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