iven a 1.3meter Wide Flange steel compression member with A=4,118mm2, Ix=87,958,354mm4 and Iy=3,574,253mm4 with Fy = 345MPa. Calculate the critical buckling stress in MPa if both ends are fixed or rigid. Express your answer in 2 decimal places.

iven a 1.3meter Wide Flange steel compression member with A=4,118mm2, Ix=87,958,354mm4 and Iy=3,574,253mm4 with Fy = 345MPa. Calculate the critical buckling stress in MPa if both ends are fixed or rigid. Express your answer in 2 decimal places.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.2.4P: Solve the preceding problem if the internal pressure is 3,85 MPa, the diameter is 20 m, the yield...

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Given a 1.3meter Wide Flange steel compression member with A=4,118mm², Ix=87,958,354mm⁴ and Iy=3,574,253mm⁴ with Fy = 345MPa. Calculate the critical buckling stress in MPa if both ends are fixed or rigid. Express your answer in 2 decimal places.

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