AISC P700 : 2002

1 Introduction
   1.1 Purpose and Scope
   1.2 Historical Notes
   1.3 Types and Mechanical Properties of Structural
        Fasteners
2 General Provisions
   2.1 Structural Steels
   2.2 Types of Connections
   2.3 Loads
   2.4 Factor of Safety-Load Factor Design
   2.5 Bolted and Riveted Shear Splices
   2.6 Fatigue
   2.7 Fracture
3 Rivets
   3.1 Rivet Types
   3.2 Installation of Rivets
   3.3 Behavior of Individual Fasteners
   3.4 Basis for Design Recommendations
4 Bolts
   4.1 Bolt Types
   4.2 Behavior of Individual Fasteners
   4.3 Installation of High-Strength Bolts
   4.4 Relaxation
   4.5 Reuse of High-Strength Bolts
   4.6 Galvanized Bolts and Nuts
   4.7 Use of Washers
   4.8 Corrosion and Embrittlement
   4.9 Effect of Nut Strength
   4.10 Basis for Design Recommendations
5 Symmetric Butt Splices
   5.1 Joint Behavior up to Slip
   5.2 Joint Behavior After Major Slip
   5.3 Joint Behavior Under Repeated Loading
   5.4 Design Recommendations
6 Truss-Type Connections
   6.1 Introduction,
   6.2 Behavior of Truss-Type Connections
   6.3 Design Recommendations
7 Shingle Joints
   7.1 Introduction
   7.2 Behavior of Shingle Joints
   7.3 Joint Stiffness
   7.4 Load Partition and Ultimate Strength
   7.5 Effect of Joint Geometry
   7.6 Design Recommendations
8 Lap Joints
   8.1 Introduction
   8.2 Behavior of Lap Joints
   8.3 Design Recommendations
9 Oversize and Slotted Holes
   9.1 Introduction
   9.2 Effect of Hole Size on Bolt Tension and
        Installation
   9.3 Joint Behavior
   9.4 Design Recommendations
10 Filler Plates between Surfaces
   10.1 Introduction
   10.2 Types of Filler Plates and Load Transfer
   10.3 Design Recommendations
11 Alignment of Holes
   11.1 Introduction
   11.2 Behavior of Joints with Misaligned Holes
   11.3 Design Recommendations
12 Surface Coatings
   12.1 Introduction
   12.2 Effect of Type of Coating on Short-Duration
        Slip Resistance
   12.3 Joint Behavior Under Sustained Loading
   12.4 Joint Behavior Under Repeated Loading
   12.5 Design Recommendations
13 Eccentrically Loaded Joints
   13.1 Introduction
   13.2 Behavior of a Fastener Group Under Eccentric
        Loading
   13.3 Analysis of Eccentrically Loaded Fastener
        Groups
   13.4 Comparison of Analytical and Experimental
        Results
   13.5 Design Recommendations
14 Combination Joints
   14.1 Introduction
   14.2 Behavior of Combination Joints That Share Load
        on a Common Shear Plane
   14.3 Design Recommendations
15 Gusset Plates
   15.1 Introduction
   15.2 Method of Analysis and Experimental Work on
        Gusset Plates
   15.3 Design Recommendations
16 Beam and Girder Splices
   16.1 Introduction
   16.2 Types and Behavior of Beam-Girder Splices
   16.3 Design Recommendations
17 Tension-Type Connections
   17.1 Introduction
   17.2 Single Fasteners in Tension
   17.3 Bolt Groups Loaded in Tension-Prying Action
   17.4 Repeated Loading of Tension-Type Connections
   17.5 Analysis of Prying Action
   17.6 Design Recommendations
18 Beam-to-Column Connections
   18.1 Introduction
   18.2 Classification of Beam-to-Column Connections
   18.3 Behavior of Beam-to-Column Connections
   18.4 Stiffener Requirements for Bolted Beam-to-Column
        Connections
   18.5 Design Recommendations
Author Index
Subject Index