Aisc 325 Steel Construction Manual Direct
Digital editions are available for both one-year ($175 for members, $350 for non-members) and five-year ($250 for members, $500 for non-members) subscriptions. Digital editions are not PDFs; they are interactive, searchable tools that provide on-the-go access. The print version of the 16th Edition is a substantial 2,432 pages and is hardbound in gold vinyl with black stamping.
AISC 325 contained more than 2,300 pages of structural steel design information. True to the manual's long-standing format, the book's 18 major content sections featured thumb cuts for easy access. The key parts were:
AISC provides free digital companion tables and design examples that complement the physical manual. These spreadsheets automate many repetitive calculations found in Parts 3, 4, and 5.
If you are looking for guidance on how to apply the manual's provisions, these are the most highly regarded supplements: aisc 325 steel construction manual
Part 2 outlines the fundamental concepts of steel design. It covers topics such as proper material selection (e.g., ASTM A992 for W-shapes, ASTM A500 for HSS), standard atmospheric corrosion protection, and load combinations for both ASD and LRFD. Part 3: Design of Flexural Members
Engineers refer to Part 5 when designing bracing, hangers, and trusses. It covers net area calculations, shear lag factors, and block shear rupture. Part 6: Design of Members Subjected to Combined Forces
Alignment with the 2020 Research Council on Structural Connections (RCSC) specification, introducing new bolt groupings and strengths. Digital editions are available for both one-year ($175
Most industry professionals refer to it simply as "the Steel Manual" or "the AISC Manual," while "AISC 325" is the formal designation used for administrative and bookkeeping purposes.
Part 6 addresses members subjected to simultaneous axial loads and bending moments, such as beam-columns. It provides interaction equations and simplified numerical methods to verify member stability under complex load paths. 5. Connections (Parts 7 through 15)
Covers members subjected to axial pulling forces, such as braces and hangers. It guides engineers through calculating yielding in the gross section, rupture in the net section, and block shear rupture. Part 6: Design of Members Subjected to Combined Forces AISC 325 contained more than 2,300 pages of
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Part 2 outlines the fundamental concepts of steel design. It includes essential tables summarizing the preferred material specifications (e.g., ASTM A992 for W-shapes, ASTM A500 for HSS) and standard yield strengths ( Fycap F sub y ) and tensile strengths ( Fucap F sub u 3. Flexural Members (Part 3)