Table of Contents
Chapter 1—General
1.1—Scope
1.2—Alternative methods
1.3—Definitions
1.4—Notation
1.5—Fire resistance determinations
Chapter 2—Concrete
2.1—General
2.2—Concrete walls, floors, and roofs
2.3—Concrete cover protection of steel reinforcement
2.4—Analytical methods for calculating structural fire resistance and cover protection of concrete flexural members
2.5—Reinforced concrete columns
2.6—Structural steel columns protected by concrete
Chapter 3—Concrete masonry
3.1—General
3.2—Equivalent thickness
3.3—Concrete masonry wall assemblies
3.4—Reinforced concrete masonry columns
3.5—Concrete masonry lintels
3.6—Structural steel columns protected by concrete masonry
Chapter 4—Clay brick and tile masonry
4.1—General
4.2—Equivalent thickness
4.3—Clay brick and tile masonry wall assemblies
4.4—Reinforced clay masonry columns
4.5—Reinforced clay masonry lintels
4.6—Expansion or contraction joints
4.7—Structural steel columns protected by clay masonry
Chapter 5—Effects of finish materials on fire resistance
5.1—General
5.2—Calculation procedure
5.3—Installation of finishes
Chapter 6—References
6.1—Referenced standards
APPENDIXES
Appendix A —Minimum cover for steel columns encased in concrete
Appendix B—Fire resistance of concretemasonry-protected steel columns
Appendix C—Fire resistance of clay-masonryprotected steel columns