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AISC D808 96W 1996

AISC D808 96W 1996

$32.50

Design Guide 8: Partially Restrained Composite Connections

Published By Publication Date Number of Pages
AISC 1996 65
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Design Guide 8 covers the design of frames with partially restrained composite connections including analysis and design, design procedures for both braced frames, and moment frames and design examples.

PDF Catalog

PDF Pages PDF Title
1 Steel Design Guide 8
2 Authors
3 Copyright
4 Table of Contents
5 Preface
Acknowledgments
6 Part I Background
1. Introduction
2. Characterization of Connection Behavior
8 3. Advantages and Limitations
4. Connection M-θ Curves
10 5. Analysis
5.1 Service Load Range
5.2 Beam Line Analysis for Gravity Loading at Service
11 5.3 Connection Ultimate Strength (Gravity Loads)
12 5.4 Frame and Beam Ultimate Strength
13 6. Design Considerations
6.1 Deflections for Beams with PR Connections
14 6.2 Lateral Drift
6.3 Beam Stiffness
15 6.4 PR Connection Effect on Column End Restraint
6.5 Bottom Angle Connection
16 7. Detailing
17 8. References
20 Part II Design Procedures
1. Introduction
2. PR-CCs for Gravity Design in Braced Frames
2.1 Introduction
21 2.2 Recommended Design Procedure—Braced Frames
23 3. PR-CCs for Lateral Resistance in Braced Frames
3.1 Introduction
3.2 Design Procedure for Unbraced Frames
26 Part III Design Examples
28 PR-CCs in Braced Frames: N-S Direction
32 PR-CCs in Unbraced Fames: E-W Direction
42 Part IV Tables and Design Aids
Table 1 Prequalified PR-CCs (Unbraced Frames—Fy = 36 ksi)
45 Table 2 PR-CCs and M2 Values— Y3= 3 in.
49 Table 3 Beam Line and Deflection Coefficients for Common Loading Patterns
50 Table 4 Collapse Mechanism Coefficients for Beams
51 Table 5 Values of Sp for different frame geometries
Table 6 C-θ values
52 Table 7 Negative Bending Moments of Inertia (W12 and W14)
58 Table 8 Details of Prequalified Connections
Unbraced Fy= 36 ksi
62 Appendix A Story Sway Calculations
64 Notation
AISC D808 96W 1996
$32.50