02-Stability Analysis.pdf

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Frame

Order Analysisst1 Order Analysisnd2


P effect

P effect

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Fh

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P1 P1

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Effective Length

Direct Analysis

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General 2nd Orther


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ETABS

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Options menu > Preferences > Steel Frame Design


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AISC 360

2005

Chapter CEffective Length Method (K factors)

First Order analysis

Appendix 7

Direct Analysis Method

2010

Chapter CDirect Analysis Method

Appendix 7Effective Length Method (K

factors)

First Order Analysis


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6-2-3-3

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07.2

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6-2-3-3

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6-2-3-3

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Documents

02-Stability Analysis.pdf