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AISC Design Guide 8: Partially Restrained Composite Connections, 1996 Edition

Adhere to the standards set forth in AISC Design Guide 8

AISC Design Guide 8: Partially Restrained Composite Connections, 1996 Edition

Price: $99.95

Product Code: 330-8086-96

Year:

Binding: Paperback

Publisher: AISC

AISC 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.

AISC Design Guide 8: Partially Restrained Composite Connections, 1996 Edition - Table of Contents:

  • Part I: Background
    • Introduction
    • Characterization of Connection Behavior
    • Advantages and Limitations
    • Connection M-? Curves
    • Analysis
      • Service Load Range
      • Beam Line Analysis for Gravity Loading at Service
      • Connection Ultimate Strength (Gravity Loads)
      • Frame and Beam Ultimate Strength

    • Design Considerations

      • PR Beam Deflections
      • Lateral Drift
      • Beam Stiffness
      • PR-CC Effect on Column End Restraint
      • Bottom Angle Connection

    • Detailing
    • References

  • Part II: Design Procedures

    • Introduction
    • PR-CCs for Gravity Design in Braced Frames
      • Introduction
      • Recommended Design Procedure-Braced Frames
      • PR-CCs for Lateral Resistance in Unbraced Frames
      • Introduction
      • Design Procedure for Unbraced Frames

  • Part III: Design Example

    • PR-CCs in Braced Frames: N-S Direction
    • PR-CCs in Unbraced Frames: E-W Direction

  • Part IV: Tables and Design Aids

    • Table 1 – Prequalified PR-CCs for unbraced Frames
    • Table 2 – M1 and M2 values for PR-CCs
    • Table 3 – Beam line and deflection coefficients for common loading patterns
    • Table 4 – Collapse mechanism coefficients for beams
    • Table 5 – Sp values
    • Table 6 – C? values
    • Table 7 – Negative bending moments of inertia
    • Table 8 – Details of prequalified connections

  • Appendix A
  • Notation
  • List of Figures

    • Figure 1 - Partially restrained composite connection
    • Figure 2 - Characterization of connection behavior
    • Figure 3 - Complete M-? curves for a typical PR-CC
    • Figure 4 - Beam line analysis
    • Figure 5 - Plastic collapse mechanism
    • Figure 6 - Components of PR frame drift
    • Figure 7 - Detailing requirements
    • Figure 8 - Detailing requirements

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