Use eulers formula and a factor of safety

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Reference no: EM131382294

1. A W200×59 structural steel wide-flange section is used as a pinended column 7 m long. Find the allowable axial compressive load using Euler's formula and a factor of safety of 2.5.

2. Use Euler's formula and a factor of safety of 2.5 to design a W14 structural steel wide-flange column to support an axial load of 350 kips. The length of the column is 34 ft and its ends are pinconnected.

Reference no: EM131382294

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