AISC 32712 Manual Pdf: A Comprehensive Guide to Seismic Design of Steel Structures
The American Institute of Steel Construction (AISC) is a leading organization that provides standards, specifications, codes, manuals, and publications for the design and construction of steel structures in the United States. One of its most important publications is the AISC Seismic Design Manual, which covers the seismic design of steel buildings and bridges.
AISC 32712 Manual Pdf
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The AISC Seismic Design Manual was first published in 2006 as AISC 327. It was updated and reissued in 2010 as AISC 327-10, and again in 2016 as AISC 327-16. The latest edition is AISC 327-20, which was released in 2020. However, some users may still refer to the previous editions by their original numbers, such as AISC 32712.
The AISC 32712 Manual Pdf is a digital version of the AISC Seismic Design Manual that was published in 2012. It contains six parts and 14 chapters that cover the following topics:
Part I: General Requirements for Seismic Design
Part II: Moment Frames
Part III: Braced Frames
Part IV: Composite Moment Frames
Part V: Composite Braced Frames
Part VI: Diaphragms, Collectors, and Chords
The AISC 32712 Manual Pdf also includes appendices that provide design examples, tables, figures, references, and other useful information for seismic design of steel structures. The manual is intended to supplement the AISC Specification for Structural Steel Buildings (ANSI/AISC 360-10) and the AISC Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (ANSI/AISC 358-10).
The AISC 32712 Manual Pdf is a valuable resource for engineers, architects, contractors, educators, students, and anyone involved in the seismic design of steel structures. It provides guidance on how to apply the principles and provisions of the AISC standards to achieve safe and economical seismic design solutions. The manual can be downloaded from the AISC website[^2^] or purchased as a hard copy from the AISC online store[^1^].
In this article, we will focus on Part II of the AISC 32712 Manual Pdf, which covers the seismic design of moment frames. Moment frames are structural systems that resist lateral forces by bending in their beams and columns. They are commonly used in steel buildings and bridges to provide flexibility and ductility under seismic loading.
Part II of the AISC 32712 Manual Pdf consists of four chapters that cover the following topics:
Chapter 2: General Requirements for Moment Frames
Chapter 3: Special Moment Frames (SMF)
Chapter 4: Intermediate Moment Frames (IMF)
Chapter 5: Ordinary Moment Frames (OMF)
Chapter 2 provides the general requirements for the design of moment frames, such as the seismic design category, the load combinations, the analysis methods, the stability considerations, the connection requirements, and the detailing requirements. It also introduces the three types of moment frames that are defined by the AISC standards: SMF, IMF, and OMF.
Chapter 3 covers the design of SMF, which are moment frames that are expected to undergo inelastic deformation and dissipate energy during a severe earthquake. SMF are required to have prequalified connections that meet the criteria of AISC 358-10. The chapter provides the design requirements for SMF connections, such as the beam-to-column connections, the panel zone connections, the column splices, and the column bases. It also provides design examples and tables for SMF connections.
Chapter 4 covers the design of IMF, which are moment frames that are expected to undergo moderate inelastic deformation and dissipate some energy during a moderate earthquake. IMF are required to have connections that meet the criteria of AISC 341-10. The chapter provides the design requirements for IMF connections, such as the beam-to-column connections, the panel zone connections, the column splices, and the column bases. It also provides design examples and tables for IMF connections.
Chapter 5 covers the design of OMF, which are moment frames that are expected to remain elastic or undergo limited inelastic deformation during a minor earthquake. OMF are required to have connections that meet the criteria of AISC 360-10. The chapter provides the design requirements for OMF connections, such as the beam-to-column connections, the panel zone connections, the column splices, and the column bases. It also provides design examples and tables for OMF connections. 29c81ba772