AISC 815 : 2002 ERRATA 2012

1 Historical Review of Specifications
  1.1 Structural Shapes and Plates
  1.2 Steel Pipe and Hollow Structural Sections
  1.3 Hot-Driven Rivets
  1.4 Structural Bolts
      1.4.1 Carbon Steel Bolts
      1.4.2 High Strength Steel Bolts
  1.5 Structural Welding
2 Properties of Beam and Column Sections 1873-2000
  2.1 Steel Sections 1971-2000
  2.2 Steel Sections 1953 -1970
  2.3 Steel Sections 1887-1952
  2.4 Wrought Iron Sections 1873-1900
3 Evaluation of Existing Structures
  3.1 Introduction
  3.2 Evaluation Methods
      3.2.1 Gravity Loads
      3.2.2 Seismic Loads
  3.3 Chapter N, AISC LRFD Specification
      3.3.1 Specification Provisions
      3.3.2 Commentary
4 Enhancement of Existing Structural Systems
  4.1 Gravity Systems
      4.1.1 Floors
      4.1.2 Columns
  4.2 Lateral Systems
      4.2.1 Fully restrained moment frames
      4.2.2 Partially Restrained Moment Frames
      4.2.3 Concentrically Braced Frames
      4.2.4 Eccentric Braced Frames
  4.3 Connections
      4.3.1 Connection Types
      4.3.2 Typical Methods of Reinforcement
      4.3.3 Rehab of Seismic Moment Connections
  4.4 Welding to Existing Members
  4.5 Thermal Cutting of Existing Members
  4.6 Drilling Holes in Existing Members
5 References on Rehabilitation and Retrofit
  5.1 Reference List
  5.2 Summaries of References
      5.2.1 General Retrofit
      5.2.2 Retrofit Case Studies
      5.2.3 Seismic Retrofit
Appendix A - Historical Review of Specifications and
             Manual
A1 - AISC Specifications - 1923 to 1999
A2 - AISC Manual - 1927 to 1995
A3 - Specifications for High-Strength Bolted Joints -
     1951 to 2000
A4 - Design Specifications for Structural Welding -
     1934 to 1999
A5 - AISC Code of Standard Practice - 1924 to 2000
Index

Specifies an historical review of the ASTM material standards beginning in 1900 and on AISC specifications from 1923 forward. Also describes how existing structural systems can be enhanced for increased strength and stiffness.