AISC Design Guide 14 – Staggered Truss Framing Systems (KET0034)

AISC Design Guide 14 – Staggered Truss Framing Systems, Contents:

Chapter 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

Chapter 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

Chapter 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

Chapter 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

Chapter 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

Chapter 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

Chapter 7 Fire Protection of Staggered Trusses

AISC Design Guide 14 – Staggered Truss Framing Systems

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