AISC Design Guide 31 – Castellated and Cellular Beam Design (KET0051)

AISC Design Guide 31 – Castellated and Cellular Beam Design, Contents:

CHAPTER 1 INTRODUCTION

1.1 HISTORY

1.2 MANUFACTURING

1.3 NOMENCLATURE

1.4 INTRODUCTION OF DESIGN GUIDE

CHAPTER 2 USE OF CASTELLATED AND CELLULAR BEAMS

2.1 GENERAL

2.2 APPLICATIONS AND ADVANTAGES

2.2.1 Parking Structures

2.2.2 Industrial Facilities

2.2.3 Service/HVAC Integration

2.2.4 Construction Efficiency

2.2.5 Vibration Resistance

2.2.6 Asymmetric Sections

2.2.7 Aesthetics

2.3 WEB OPENING SIZE AND SPACING AND TYPICAL CONNECTIONS

2.3.1 End Connections

2.3.2 Infilling of Openings

2.3.3 Large Copes

2.4 SPECIAL CONSIDERATIONS

2.4.1 Concentrated Loads

2.4.2 Depth-Sensitive Projects

2.4.3 Erection Stability

2.4.4 Fireproofing

2.4.5 Coating Systems

CHAPTER 3 DESIGN PROCEDURES

3.1 INTRODUCTION

3.2 VIERENDEEL BENDING IN NONCOMPOSITE BEAMS

3.2.1 Calculation of Axial Force and Vierendeel Moment at Each Opening

3.2.2 Calcuation of Available Axial (Tensile/Compressive) and Flexural Strength of Top and Bottom Tees

3.2.3 Check of Top and Bottom Tees Subjected to Combined Flexural and Axial Forces

3.3 VIERENDEEL BENDING IN COMPOSITE BEAMS

3.3.1 Calculation of Axial Force and Vierendeel Moment at Each Opening

3.3.2 Calculation of Vierendeel Bending Moment of the Upper and Lower Tees

3.3.3 Calculation of Available Axial and Flexural Strength of Top and Bottom Tees

3.4 WEB POST BUCKLING

3.4.1 Web Post Buckling in Castellated Beams

3.4.2 Web Post Buckling in Cellular Beams

3.5 HORIZONTAL AND VERTICAL SHEAR

3.5.1 Calculation of Available Horizontal Shear Strength

3.5.2 Calculation of Available Vertical Shear Strength

3.6 LATERAL-TORSIONAL BUCKLING

3.7 DEFLECTION

3.8 CONCENTRATED LOADING

CHAPTER 4 DESIGN EXAMPLES

4.1 NONCOMPOSITE CASTELLATED BEAM DESIGN

4.2 NONCOMPOSITE CELLULAR BEAM DESIGN

4.3 COMPOSITE CASTELLATED BEAM DESIGN

4.4 COMPOSITE CELLULAR BEAM DESIGN

AISC Design Guide 31 – Castellated and Cellular Beam Design

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