The column buckles by bending about its strong axis axis, Mechanical Engineering

The column buckles by bending about its strong axis axis

Critical Loads of Columns with Pinned Supports

Calculate the critical load Pcr for a W 8 ×35 steel column (see figure) having length L = 24 ft and E= 30 ×106 psi under the following conditions:

(a) The column buckles by bending about its strong axis (axis 1-1), and

(b) the column buckles by bending about its weak axis (axis 2-2). In both cases, assume that the column has pinned ends.

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Mechanical Engineering: The column buckles by bending about its strong axis axis

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Mechanical Engineering: The column buckles by bending about its strong axis axis

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