Table 5-2 Acceptability Criteria and Subsequent Action for Structural Steel

Design of Buildings to Resist Progressive Collapse - index
Page Navigation
63

UFC 4-023-03

25 January 2005

Nominal strengths are calculated with the appropriate material properties and over-

strength factors Ωy and Ωu depending upon the limit state; all Φ factors are defined per

AISC LRFD 2003.

5-6