Steel design (civi 306)

OpenStax

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Compression members

Deriving euler's equation

0.1 Derivation of euler's equation

1 Example finding fcr

2 Example finding capacity

3 Width thickness ratio

3.1 Width thickness ratio

3.3 B5: local buckling

3.4 Values for width thickness ratio

4 Effective length

5 Example with different effective lengths

6 Slenderness ratio

7 Equations for p

8 Effective length and frames

9 Example finding k for frames

10 Flexural-torsional buckling

Introduction to tension members

1 Yielding limit state

2 Fracture limit state

3 Staggered holes

4 Effective net area with shear lag

Introduction to beams

2 Flange local buckling

2.1 Introduction to flange local buckling

2.2 Equations to determine flb

3 Web local buckling

4 Lateral torsional buckling

5 Serviceability

6 Shear capacity

7 The modification factor, cb

Source: OpenStax, Steel design (civi 306). OpenStax CNX. Jan 22, 2004 Download for free at http://cnx.org/content/col10153/1.3

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