The 13.25-m-long HSS 304.8 x 203.2 x 9.5 (see Appendix B for its cross-sectional properties) column shown is fixed at base Awith respect to bending about both the strong and weak axes of the HSS cross section. At upper end B, the column is restrainedagainst rotation and translation in the x-z plane (i.e., bending about the weak axis), and it is restrained against translation in thex-y plane (i.e., free to rotate about the strong axis). Use the AISC equations to determine the allowable axial load Pallow that maybe supported by the column, on the basis of(a) buckling in the x-y plane.(b) buckling in the x-z plane.Assume that E = 200 GPa and oy = 250 MPa.%3DPBweakaxisLstrongаxis Calculate the elastic critical buckling stress for bending about the weak axis.Answer: OewMPaeTextbook and MediaSave for LaterAtCalculate the critical and allowable buckling stresses for bending about the weak axis.Answers:Ocr,wiMPaOallow,w"MPa

Answered: Image /qna-images/answer/794e4dd3-faeb-40c1-92dd-080f98fe84d0.jpg

The 13.25-m-long HSS 304.8 x 203.2 x 9.5 (see Appendix B for its cros-sectional prope vith respect to bending about both the strong and weak axes of the HSS cross section. / gainst rotation and translation in thex-z plane (i.e., bending about the weak axis), and i -y plane (i.e., free to rotate about the strong axis). Use the AISC equations to determin pe supported by the column, on the basis of

The 13.25-m-long HSS 304.8 x 203.2 x 9.5 (see Appendix B for its cros-sectional prope vith respect to bending about both the strong and weak axes of the HSS cross section. / gainst rotation and translation in thex-z plane (i.e., bending about the weak axis), and i -y plane (i.e., free to rotate about the strong axis). Use the AISC equations to determin pe supported by the column, on the basis of

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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