AISC 801 : 0

1.0 INTRODUCTION
2.0 MATERIAL, FABRICATION, INSTALLATION, AND REPAIRS
2.1 Material Specifications
2.2 Base Plate Material Selection
2.3 Base Plate Fabrication and Finishing
2.4 Base Plate Welding
2.5 Anchor Rod Material
2.6 Anchor Rod Holes and Washers
2.7 Anchor Rod Sizing and Layout
2.8 Anchor Rod Placement and Tolerances
2.9 Column Erection Procedures
     2.9.1 Setting Nut and Washer Method
     2.9.2 Setting Plate Method
     2.9.3 Shim Stack Method
     2.9.4 Setting Large Base Plates
2.10 Grouting Requirements
2.11 Anchor Rod Repairs
     2.11.1 Anchor Rods in the Wrong Position
     2.11.2 Anchor Rods Bent or Not Vertical
     2.11.3 Anchor Rod Projection Too Long or Too Short
     2.11.4 Anchor Rod Pattern Rotated 90 degree
2.12 Details for Seismic Design D
3.0 DESIGN OF COLUMN BASE PLATE CONNECTIONS
3.1 Concentric Compressive Axial Loads
     3.1.1 Concrete Bearing Limit
     3.1.2 Base Plate Yielding Limit (W-Shapes)
     3.1.3 Base Plate Yielding Limit (HSS and Pipe)
     3.1.4 General Design Procedure
3.2 Tensile Axial Loads
     3.2.1 Anchore Rod Tension
     3.2.2 Concrete Anchorage for Tensile Forces
3.3 Design of Column Base Plates with Small Moments
     3.3.1 Concrete Bearing Stress
     3.3.2 Base Plate Flexural Yielding Limit at Bearing
            Interface
     3.3.3 Base Plate Flexural Yielding at Tension Interface
     3.3.4 General Design Procedure
3.4 Design of Column Base Plates with Large Moments
     3.4.1 Concrete Bearing and Anchor Rod Forces
     3.4.2 Base Plate Yielding Limit at Bearing Interface
     3.4.3 Base Plate Yielding Limit at Tension Interface
     3.4.4 General Design Procedure
3.5 Design for Shear
     3.5.1 Friction
     3.5.2 Bearing
     3.5.3 Shear in Anchor Rods
     3.5.4 Interaction of Tension and Shear in the Concrete
     3.5.5 Hairpins and Tie Rods
4.0 DESIGN EXAMPLES
4.1 Example: Base Plate for Concentric Axial Compressive
              Load (No concrete confinement)
4.2 Example: Base Plate for Concentrix Axial Compressive
              Load (Using concrete confinement)
4.3 Example: Available Tensile Strength of a 3/4 in.
              Anchor Rod
4.4 Example: Concrete Embedment Strength
4.5 Example: Column Anchorage for Tensile Loads
4.6 Example: Small Moment Base Plate Design
4.7 Example: Large Moment Base Plate Design
4.8 Example: Shear Transfer Using Bearing
4.9 Example: Shear Lug Design
4.10 Example: Edge Distance for Shear
4.11 Example: Anchor Rod Resisting Combined
Tension and Shear
REFERENCES
APPENDIX A
APPENDIX B

Helps engineers and fabricators in the design, detailing and specification of column-base-plate and anchor-rod connections, in a manner that avoids common fabrication and erection problems.