New simple equations for effective length factors
In most current codes of design steel members and frames, specifications for the design of compression columns or of beam-column use the effective length factor; K. The effective length factor is employed to facilitate the design of framed members by transforming an end-restrained compressive member...
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| Format: | Article |
| Language: | English |
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Taylor & Francis Group
2014-08-01
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| Series: | HBRC Journal |
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| Online Access: | http://www.sciencedirect.com/science/article/pii/S1687404813000990 |