Given a 2meter Wide Flange steel compression member with A=4,513mm2, Ix=86,630,006mm4 and Iy=3,824,544mm4 with Fy = 345MPa. Calculate the critical buckling stress in MPa if both ends are fixed or rigid. Express your answer in 2 decimal places.

Given a 2meter Wide Flange steel compression member with A=4,513mm2, Ix=86,630,006mm4 and Iy=3,824,544mm4 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

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.7.10P: Three round, copper alloy bars having the same length L but different shapes are shown, in the...

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Question

Given a 2meter Wide Flange steel compression member with A=4,513mm², Ix=86,630,006mm⁴ and Iy=3,824,544mm⁴ 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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