Section 4.0 - Design Strength of Structural Steel

ID #1157

Table 4-6 provides slenderness requirements for horizontal members, specifically at the bottom, that are usually considered as redundant members. Two slenderness checks are required, H1/rmin and 2H1/rout. Question is, if the diagonal members are continu

The third figure in Table 4-6 is intended for the condition of non-continuous diagonals. Per Section 4.5.2.1 the out of plane buckling resistance of the horizontal need only be considered when a continuous horizontal is used to provide support at the cross-over point.

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Last update: 2015-01-30 14:40
Author: John Erichsen
Revision: 1.0

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