Calculate the allowable axial load based on buckling in the x-y plane.Answer: Pallows! kNieTextbook and MediaHintAttempts: 1 of 5 used Submit AnswerSave for LaterCalculate the effective slenderness ratio for the column for bending about the weak axis. Note whether or not this column iscategorized as a long column for bending about the weak axis.Answer: (K,L/ry) = i 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

For the section HSS 304.8×203.2×9.5, A=8520 mm2rx=114 mmry=83.1 mm

Calculate the allowable axial load based on buckling in the x-y plane. Answer: Pallows ! kN eTextbook and Media Hint Attempts: 1 of 5 used Submit Answer Save for Later Calculate the effective slenderness ratio for the column for bending about the weak axis. Note whether or not this column is categorized as a long column for bending about the weak axis. Answer: (K Hr =

Calculate the allowable axial load based on buckling in the x-y plane. Answer: Pallows ! kN eTextbook and Media Hint Attempts: 1 of 5 used Submit Answer Save for Later Calculate the effective slenderness ratio for the column for bending about the weak axis. Note whether or not this column is categorized as a long column for bending about the weak axis. Answer: (K Hr =

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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