AISC 810 : 1997 ERRATA 2012

1 Introduction
  1.1 Types of Systems
  1.2 Current State of the Art
  1.3 Common Fallacies
  1.4 Use of This Guide
PART 1 - DETERMINATION OF BRACING REQUIREMENTS BY
CALCULATION
2 Introduction to part 1
3 Construction phase load for temporary supports
  3.1 Gravity Loads
  3.2 Environmental Loads
      3.2.1 Wind Loads
      3.2.2 Seismic Loads
  3.3 Stability Loads
  3.4 Erection Operation Loads
  3.5 Load Combinations
4 Resistance to construction phase loads by the permanent
  structures
  4.1 Columns
  4.2 Column Bases
      4.2.1 Fracture of the Fillet Weld Connecting
            the Column to the Base Plate
      4.2.2 Bending Failure of the Base Plate
      4.2.3 Rupture of Anchor Rods
      4.2.4 Buckling of the Anchor Rods
      4.2.5 Anchor Rod Pull or Push Through
      4.2.6 Anchor Rod Pull Out
      4.2.7 Anchor Rod "Push Out" of the
            Bottom of the Footing
      4.2.8 Pier Bending Failure
      4.2.9 Footing Over Turning
  4.3 Tie Members
      4.3.1 Wide Flange Beams
      4.3.2 Steel Joists
      4.3.3 Joist Girders
  4.4 Use of Permanent Bracing
  4.5 Beam to Column Connections
  4.6 Diaphragms
5 Resistance to design loads-temporary supports
  5.1 Wire Rope Diagonal Bracing
  5.2 Wire Rope Connections
      5.2.1 Projecting Plate
      5.2.2 Bent Attachment Plate
      5.2.3 Anchor Rods
  5.3 Design of Deadmen
      5.3.1 Surface Deadmen
      5.3.2 Short Deadmen Near Ground Surface
PART 2 - DETERMINATION OF BRACING REQUIREMENTS USING
PRE-SCRIPTIVE REQUIREMENTS
6 Introduction to part 2
7 Prescriptive requirements
  7.1 Prescriptive Requirements for the Permanent
      Construction
  7.2 Prescriptive Requirements for Erection
      Sequence and Diagonal Bracing
References
Acknowledgements
Appendix