AISC S342L : 1993
Superseded
Superseded
View Superseded by
LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
Published date
01-12-2013
Publisher
Superseded date
12-27-1999
Superseded by
Sorry this product is not available in your region.
Based on the limit state philosophy. The underlying method is based on limit states of strength and serviceability combined with first-order probability analysis. The product is a method for design characterized by a consistent approach to strength evaluation and structural reliability.
| DevelopmentNote |
Replaces AISC S328
|
| DocumentType |
Standard
|
| PublisherName |
American Institute of Steel Construction
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
| ASCE/SEI 41-23:2023 | Seismic Evaluation and Retrofit of Existing Buildings |
Summarise
Sorry this product is not available in your region.