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AISC 814 : 2002 ERRATA 2012

Current
Current

The latest, up-to-date edition.

DESIGN GUIDE 14: STAGGERED TRUSS FRAMING SYSTEMS/WEXLER AND LIN
Published date

01-12-2013

1 Staggered Truss Framing Systems
  1.1 Advantages of Staggered Trusses
  1.2 Material Description
  1.3 Framing Layout
  1.4 Responsibilities
  1.5 Design Methodology
  1.6 Design Presentation
2 Diaphragm Action with Hollow Core Slabs
  2.1 General Information
  2.2 Distribution of Lateral Forces
  2.3 Transverse Shear in Diaphragm
  2.4 Diaphragm Chords
3 Design of Truss Members
  3.1 Hand and Computer Calculations
  3.2 Live Load Reduction
  3.3 Gravity Loads
  3.4 Lateral Loads
  3.5 Load Coefficients
  3.6 Vertical and Diagonal Members
  3.7 Truss Chords
  3.8 Computer Modeling
  3.9 Columns
4 Connections in Staggered Trusses
  4.1 General Information
  4.2 Connection Between Web Member and Gusset Plate
  4.3 Connection Between Gusset Plate and Chord
  4.4 Design Example
  4.5 Miscellaneous Considerations
5 Seismic Design
  5.1 Strength and Ductility Design Requirements
  5.2 New Seismic Design Considerations for Precast
      Concrete Diaphragms
  5.3 Ductility of Truss Members
  5.4 Seismic Design of Gusset Plates
  5.5 New Developments in Gusset Plate to HSS
      Connections
6 Special Topics
  6.1 Openings
  6.2 Mechanical Design Considerations
  6.3 Plank Leveling
  6.4 Erection Considerations
  6.5 Coordination of Subcontractors
  6.6 Foundation Overturning and Sliding
  6.7 Special Conditions of Symmetry
  6.8 Balconies
  6.9 Spandrel Beams
7 Fire Protection of Staggered Trusses
References

Covers the design and construction of staggered truss framing systems, which can be used to frame systems, which can be used to frame steel buildings with a floor-to-floor height approximately equal to that of flat-plate concrete construction.

DocumentType
Standard
PublisherName
American Institute of Steel Construction
Status
Current

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