AISC 814 : 2002 ERRATA 2012
Current
The latest, up-to-date edition.
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
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