AISCstructural · active
AISC 360-22
Specification for Structural Steel Buildings
- Sections
- 910
- Tables
- 181
- Formulas
- 932
- Pages
- 602
Reference
Specification
Appendix 1 Design by advanced analysis4 pagesAppendix 2 Design of filled composite members (high strength)2 pagesAppendix 3 Fatigue7 pagesAppendix 4 Structural design for fire conditions4 pagesAppendix 5 Evaluation of existing structures6 pagesAppendix 6 Member stability bracing5 pagesAppendix 7 Alternative methods of design for stability4 pagesAppendix 8 Approximate analysis3 pagesChapter A General provisions6 pagesChapter B Design requirements9 pagesChapter C Design for stability4 pagesChapter D Design of members for tension7 pagesChapter E Design of members for compression8 pagesChapter F Design of members for flexure14 pagesChapter G Design of members for shear8 pagesChapter H Design of members for combined forces and torsion5 pagesChapter I Design of composite members9 pagesChapter J Design of connections11 pagesChapter K Additional requirements for HSS and box-section connections6 pagesChapter L Design for serviceability8 pagesChapter M Fabrication and erection5 pagesChapter N Quality control and quality assurance9 pages
Commentary
Appendix 1 Design by advanced analysis4 pagesAppendix 2 Design of filled composite members (high strength)2 pagesAppendix 3 Fatigue6 pagesAppendix 4 Structural design for fire conditions4 pagesAppendix 5 Evaluation of existing structures6 pagesAppendix 6 Member stability bracing5 pagesAppendix 7 Alternative methods of design for stability3 pagesAppendix 8 Approximate analysis3 pagesChapter A General provisions6 pagesChapter B Design requirements9 pagesChapter C Design for stability4 pagesChapter D Design of members for tension7 pagesChapter E Design of members for compression8 pagesChapter F Design of members for flexure14 pagesChapter G Design of members for shear8 pagesChapter H Design of members for combined forces and torsion5 pagesChapter I Design of composite members9 pagesChapter J Design of connections10 pagesChapter K Additional requirements for HSS and box-section connections6 pagesChapter L Design for serviceability8 pagesChapter M Fabrication and erection5 pagesChapter N Quality control and quality assurance8 pages