AISC Design Guide 24 – Hollow Structural Section Connections (KET0044)

AISC Design Guide 24 – Hollow Structural Section Connections, Contents:

CHAPTER 1 INTRODUCTION

1.1 HSS AND BOX-SHAPED MEMBERS

1.2 HSS CONNECTION DESIGN STANDARDS AND SCOPE

1.3 ADVANTAGES OF HSS

1.4 OTHER CONSIDERATIONS

1.4.1 Notch Toughness

1.4.2 Galvanizing Issues

1.4.3 Internal Corrosion

CHAPTER 2 WELDING

2.1 TYPES OF HSS WELDS

2.1.1 Fillet Welds

2.1.2 PJP and CJP Groove Welds

2.1.3 Flare-Bevel and Flare-V Groove Welds

2.2 WELD INSPECTION

2.3 EFFECTIVE SIZE OF FILLET WELDS

2.4 EFFECTIVE WELD LENGTH

2.5 WELDED JOINT DESIGN EXAMPLES

CHAPTER 3 MECHANICAL FASTENERS

3.1 FASTENERS IN SHEAR

3.2 FASTENERS IN TENSION

3.3 BOLTED JOINT DESIGN EXAMPLES

CHAPTER 4 MOMENT CONNECTIONS

4.1 W-BEAMS TO HSS COLUMNS

4.2 CONTINUOUS BEAM OVER HSS COLUMN

4.3 THROUGH-PLATE CONNECTIONS

4.4 DIRECTLY WELDED CONNECTIONS

4.5 CONNECTION DESIGN EXAMPLES

CHAPTER 5 TENSION AND COMPRESSION CONNECTIONS

5.1 TYPES OF END CONNECTIONS

5.2 END TEE CONNECTIONS

5.3 SLOTTED HSS/GUSSET CONNECTION

5.4 END PLATE ON ROUND HSS

5.5 END PLATE ON RECTANGULAR HSS WITH BOLTS ON TWO SIDES

5.6 END PLATE ON RECTANGULAR HSS WITH BOLTS ON FOUR SIDES

5.7 CONNECTION DESIGN EXAMPLES

CHAPTER 6 BRANCH LOADS ON HSS—AN INTRODUCTION

6.1 PRINCIPAL LIMIT STATES

6.1.1 Chord or Column Wall Plastification

6.1.2 Chord Shear Yielding (Punching Shear)

6.1.3 Local Yielding Due to Uneven Load Distribution

6.1.4 Chord or Column Sidewall Failure

6.2 DESIGN TIPS

CHAPTER 7 LINE LOADS AND CONCENTRATED FORCES ON HSS

7.1 SCOPE AND BASIS

7.2 LIMIT STATES

7.3 CONNECTION NOMINAL STRENGTH TABLES

7.4 LONGITUDINAL-PLATE AND CAP-PLATE CONNECTIONS

7.5 CONNECTION DESIGN EXAMPLES

CHAPTER 8 HSS-TO-HSS TRUSS CONNECTIONS

8.1 SCOPE AND BASIS

8.2 NOTATION AND LIMIT STATES

8.3 CONNECTION CLASSIFICATION

8.4 TRUSS MODELING AND MEMBER DESIGN

8.5 CONNECTION NOMINAL STRENGTH TABLES

8.6 CONNECTION DESIGN EXAMPLES

CHAPTER 9 HSS-TO-HSS MOMENT CONNECTIONS

9.1 SCOPE AND BASIS

9.2 NOTATION AND LIMIT STATES

9.3 CONNECTION NOMINAL CAPACITY TABLES

9.4 CONNECTION DESIGN EXAMPLES

AISC Design Guide 24 – Hollow Structural Section Connections

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