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This second-edition design guide has been created to assist 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. This new Guide is based on the 2005 AISC Specification for
Structural Steel Buildings (AISC 2005) and includes design guidance in
accordance with both Load and Resistance Factor Design (LRFD) and Allowable
Stress Design (ASD).
The topics covered include material selection, fabrication, erection, and
repairs, guidance on base plate and anchorage design for compression, tension,
and bending, guidance on the design of anchors for fatigue applications, and
design examples on all common design cases, presented side-by-side for both ASD
and LRFD.
AISC Design Guide 1: Base Plate and Anchor Rod Design, 2006 Edition - Table of Contents:
INTRODUCTION
MATERIAL, FABRICATION, INSTALLATION, AND REPAIRS
Material Specifications
Base Plate Material Selection
Base Plate Fabrication and Finishing
Base Plate Welding
Anchor Rod Material
Anchor Rod Holes and Washers
Anchor Rod Sizing and Layout
Anchor Rod Placement and Tolerances
Column Erection Procedures
Setting Nut and Washer Method
Setting Plate Method
Shim Stack Method
Setting Large Base Plates
Grouting Requirements
Anchor Rod Repairs
Anchor Rods in the Wrong Position
Anchor Rods Bent or Not Vertical
Anchor Rod Projection Too Long or Too Short
Anchor Rod Pattern Rotated 90°
Details for Seismic Design D
DESIGN OF COLUMN BASE PLATE CONNECTIONS
Concentric Compressive Axial Loads
Concrete Bearing Limit
Base Plate Yielding Limit (W-Shapes)
Base Plate Yielding Limit (HSS and Pipe)
General Design Procedure
Tensile Axial Loads
Anchore Rod Tension
Concrete Anchorage for Tensile Forces
Design of Column Base Plates with Small Moments
Concrete Bearing Stress
Base Plate Flexural Yielding Limit at Bearing Interface
Base Plate Flexural Yielding at Tension Interface
General Design Procedure
Design of Column Base Plates with Large Moments
Concrete Bearing and Anchor Rod Forces
Base Plate Yielding Limit at Bearing Interface
Base Plate Yielding Limit at Tension Interface
General Design Procedure
Design for Shear
Friction
Bearing
Shear in Anchor Rods
Interaction of Tension and
Shear in the Concrete
Hairpins and Tie Rods
DESIGN EXAMPLES
Example: Base Plate for Concentric Axial Compressive Load (No concrete confinement)
Example: Base Plate for Concentrix Axial Compressive Load (Using concrete confinement)
Example: Available Tensile Strength of a w-in Anchor Rod
Example: Concerete Embedment Strength
Example: Column Anchorage for Tensile Loads
Example: Small Moment Base Plate Design
Example: Large Moment Base Plate Design
Example: Shear Transfer Using Bearing
Example: Shear Lug Design
Example: Edge Disttance for Shear
Example: Anchor Rod Resisting Combined Tension and Shear
DESIGN EXAMPLES
Example: Base Plate for Concentric Axial Compressive Load (No concrete confinement)
Example: Base Plate for Concentrix Axial Compressive Load (Using concrete confinement)
Example: Available Tensile Strength of a w-in Anchor Rod
Example: Concerete Embedment Strength
Example: Column Anchorage for Tensile Loads
Example: Small Moment Base Plate Design
Example: Large Moment Base Plate Design
Example: Shear Transfer Using Bearing
Example: Shear Lug Design
Example: Edge Disttance for Shear
Example: Anchor Rod Resisting Combined Tension and Shear
REFERENCES
APPENDIX A
APPENDIX B
AISC Design Guide 1: Base Plate and Anchor Rod Design, 2006 Edition
AISC Design Guide 1: Base Plate and Anchor Rod Design, 2006 Edition
