AISC Design Guide 17 – High Strength Bolts (KET0037)

AISC Design Guide 17 – High Strength Bolts, Contents:

1. Introduction

1.1 Purpose and Scope

1.2 Historical Notes

1.3 Mechanical Fasteners

1.4 Types of Connections

1.5 Design Philosophy

1.6 Approach Taken in this Primer

2. Static Strength of Rivets

2.1 Introduction

2.2 Rivets Subject to Tension

2.3 Rivets in Shear

2.4 Rivets in Combined Tension and Shear

3. Installation of Bolts and Their Inspection

3.1 Introduction

3.2 Installation of High-Strength Bolts

3.2.1 Turn-of-Nut Installation

3.2.2 Calibrated Wrench Installation

3.2.3 Pretensions Obtained using Turn-of-Nut and Calibrated Wrench Methods

3.2.4 Tension-Control Bolts

3.2.5 Use of Direct Tension Indicators

3.3 Selection of Snug-Tightened or Pretensioned Bolts

3.4 Inspection of Installation

3.4.1 General

3.4.2 Joints Using Snug-Tight Bolts

3.4.3 Joints Using Pretensioned Bolts

3.4.4 Arbitration

4. Behavior of Individual Bolts

4.1 Introduction

4.2 Bolts in Tension

4.3 Bolts in Shear

4.4 Bolts in Combined Tension and Shear

5. Bolts in Shear Splices

5.1 Introduction

5.2 Slip-Critical Joints

5.3 Bearing-Type Joints

5.3.1 Introduction

5.3.2 Bolt Shear Capacity

5.3.3 Bearing Capacity

5.4 Shear Lag

5.5 Block Shear

6. Bolts in Tension

6.1 Introduction

6.2 Single Fasteners in Tension

6.3 Bolt Force in Tension Connections

7. Fatigue of Bolted and Riveted Joints

7.1 Introduction

7.2 Riveted Joints

7.3 Bolted Joints

7.3.1 Bolted Shear Splices

7.3.2 Bolts in Tension Joints

8. Special Topics

8.1 Introduction

8.2 Use of Washers in Joints with Standard Holes

8.3 Oversize or Slotted Holes

8.4 Use of Long Bolts or Short Bolts

8.5 Galvanized Bolts

8.6 Reuse of High-Strength Bolts

8.7 Joints with Combined Bolts and Welds

8.8 Surface Coatings

AISC Design Guide 17 – High Strength Bolts

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