AISC Design Guide 14: Staggered Truss Framing Systems, 2002 Edition - Table of Contents:

• Authors
• Preface
• Acknowledgements
• Staggered Truss Framing Systems
  • Advantages of Staggered Trusses
  • Material Description
  • Framing Layout
  • Responsibilities
  • Design Methodology
  • Design Presentation
• Diaphragm Action with Hollow Core Slabs
  • General Information
  • Distribution of Lateral Forces
  • Transverse Shear in Diaphragm
  • Diaphragm Chord
• Design of Truss Members
  • Hand and Computer Calculations
  • Live Load Reduction
  • Gravity Loads
  • Lateral Loads
  • Load Coefficients
  • Vertical and Diagonal Members
  • Truss Chords
  • Computer Modeling
  • Columns
• Connections in Staggered Trusses
  • General Information
  • Connection Between Web Memberand Gusset Plate
  • Connection Between Gusset Plate and Chord
  • Design Example
  • Miscellaneous Considerations
• Seismic Design
  • Strength and Ductility Design Requirements
  • New Seismic Design Considerations for Precast Concrete Diaphragms
  • Ductility of Truss Members
  • Seismic Design of Gusset Plates
  • New Developments in Gusset Plate to HSS Connections
• Special Topics
  • Openings
  • Mechanical Design Considerations
  • Plank Leveling
  • Erection Considerations
  • Coordination of Subcontractors
  • Foundation Overturning and Sliding
  • Special Conditions of Symmetry
  • Balconies
  • Spandrel Beams
• Fire Protection of Staggered Trusses
• References