Fire resistance of building elements is an important consideration in building design. While structural design considerations for concrete and masonry at ambient temperature conditions are addressed by ACI 318 and ACI 530\/ASCE 5\/TMS 402, respectively, these codes do not consider the impact of fire on concrete and masonry construction. This standard contains design and analytical procedures for determining the fire resistance of concrete and masonry members and building assemblies. Where differences occur in specific design requirements between this standard and the aforementioned codes, as in the case of cover protection of steel reinforcement, the more stringent of the requirements shall apply. Keywords: beams (supports); columns (supports); compressive strength; concrete slabs, fire endurance; fire ratings; fire resistance; fire tests; masonry walls; modulus of elasticity; prestressed concrete; prestressing steels; reinforced concrete; reinforcing steel; structural design; temperature distribution; thermal properties; walls; fire; 216.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 3<\/td>\n | FOREWORD CONTENTS <\/td>\n<\/tr>\n | ||||||
| 4<\/td>\n | CHAPTER 1\u2014 GENERAL 1.1\u2014 Scope 1.2\u2014Alternative methods 1.3\u2014Definitions <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | 1.4\u2014Notation <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | 1.5\u2014Fire resistance determinations 1.5.1 Qualification by testing 1.5.2 Calculated fire resistance 1.5.3 Approval through past performance 1.5.4 Alternative methods CHAPTER 2\u2014 CONCRETE 2.1\u2014 General <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | 2.2\u2014Concrete walls, floors, and roofs 2.2.1 Solid walls and slabs with flat surfaces 2.2.2 Hollow-core concrete walls and slabs 2.2.3 Flanged panels 2.2.4 Ribbed or undulating panels 2.2.5 Multiple-layer walls, floors, and roofs 2.2.5.1 Graphical and analytical solutions 2.2.5.2 Numerical solution <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | 2.2.5.3 Alternative numerical solution 2.2.5.4 Sandwich panels 2.2.6 Insulated floors and roofs 2.2.7 Protection of joints between precast concrete wall \npanels and slabs <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | 2.2.7.1 Joints in walls required to be insulated 2.2.7.2 Thickness of ceramic fiber insulation 2.2.7.3 Joints between precast slabs 2.2.8 Effects of finish materials on fire resistance <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 2.3\u2014Concrete cover protection of steel reinforcement 2.3.1 General 2.3.1.1 Cover for reinforcement in slab 2.3.1.2 Cover for nonprestressed flexural reinforcement \nin beams 2.3.1.3 Cover for prestressed flexural reinforcement <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | 2.4\u2014Analytical methods for calculating structural fire resistance and cover protection of concrete flexural members 2.4.1 Simply supported and unrestrained one-way slabs \nand beams 2.4.1.1 Calculation procedure for slabs 2.4.1.2 Calculation procedure for simply supported \nbeams 2.4.2 Continuous beams and slabs <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 2.4.2.1 Reinforcement detailing <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 2.4.2.1(a) 2.4.2.1(b) 2.4.2.2 Calculation procedure for continuous slabs 2.4.2.2(a) Determination of structural fire resistance \nor amount of steel reinforcement for continuity over one \nsupport <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 2.4.2.2(b) Design of negative moment reinforcement 2.4.2.2(c) Determination of structural fire resistance \nor amount of steel reinforcement for continuity over two \nsupports 2.4.2.2(d) Design of negative moment reinforcement <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 2.4.2.3 Calculation procedure for continuous beams 2.5\u2014Reinforced concrete columns 2.5.1 Columns having design compressive strength fc\u2032 of \n12,000 psi or less 2.5.2 Columns having design compressive strength fc\u2032 \ngreater than 12,000 psi 2.5.2.1 <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | 2.5.2.2 2.5.3 Minimum cover for reinforcement 2.6\u2014Structural steel columns protected by concrete <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | CHAPTER 3\u2014 CONCRETE MASONRY 3.1\u2014 General <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | 3.2\u2014Equivalent thickness 3.2.1 Ungrouted or partially grouted construction 3.2.2 Solid grouted construction 3.2.3 Air spaces and cells filled with loose fill material 3.3\u2014Concrete masonry wall assemblies 3.3.1 Single-wythe wall assemblies 3.3.2 Multi-wythe wall assemblies 3.3.3 Expansion or contraction joints <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | 3.4\u2014Reinforced concrete masonry columns 3.5\u2014Concrete masonry lintels 3.6\u2014Structural steel columns protected by concrete masonry <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | CHAPTER 4\u2014 CLAY BRICK AND TILE MASONRY 4.1\u2014 General 4.2\u2014Equivalent thickness 4.2.1 Ungrouted or partially grouted construction 4.2.2 Solid grouted construction 4.2.3 Air spaces and cells filled with loose fill material 4.3\u2014Clay brick and tile masonry wall assemblies 4.3.1 Filled and unfilled clay brick and tile masonry 4.3.2 Single-wythe walls 4.3.3 Multi-wythe walls 4.3.3.1 Multi-wythe clay masonry walls with dimensionally \ndissimilar wythes 4.3.3.2 Multi-wythe walls with dissimilar materials 4.3.3.3 Continuous air spaces 4.4\u2014Reinforced clay masonry columns 4.5\u2014Reinforced clay masonry lintels 4.6\u2014Expansion or contraction joints 4.7\u2014Structural steel columns protected by clay masonry 4.7.1 Calculation of fire resistance <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | CHAPTER 5\u2014 EFFECTS OF FINISH MATERIALS ON FIRE RESISTANCE 5.1\u2014 General 5.2\u2014Calculation procedure 5.2.1 Assume each side of wall or slab is the fire-exposed \nside 5.2.2 Calculation for non-fire-exposed side 5.2.3 Calculation for fire-exposed side 5.2.4 Minimum fire resistance provided by concrete or \nmasonry 5.3\u2014Installation of finishes 5.3.1 Gypsum wallboard 5.3.1.1 Furring 5.3.1.1(a) <\/td>\n<\/tr>\n | ||||||
| 24<\/td>\n | 5.3.1.1(b) 5.3.1.2 Adhesive attachment to concrete and clay \nmasonry 5.3.1.3 Gypsum wallboard orientation 5.3.2 Plaster and stucco CHAPTER 6\u2014 REFERENCES 6.1\u2014 Referenced standards <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | APPENDIX A\u2014 MINIMUM COVER FOR STEEL COLUMNS ENCASED IN CONCRETE Table A.1\u2014Minimum cover (in.) for steel columns encased in normalweight concrete* (Fig. 2.14(c)) Table A.2\u2014Minimum cover (in.) for steel columns encased in structural lightweight concrete* (Fig. 2.14(c)) <\/td>\n<\/tr>\n | ||||||
| 27<\/td>\n | Table A.3\u2014Minimum cover (in.) for steel columns encased in normalweight precast covers* (Fig. 2.14(a)) Table A.4\u2014Minimum cover (in.) for steel columns encased in structural lightweight precast covers* (Fig. 2.14(a)) <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | APPENDIX B\u2014 FIRE RESISTANCE OF CONCRETE-MASONRY-PROTECTED STEEL COLUMNS Table B.1\u2014Fire resistance of concrete-masonry-protected steel columns <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | Table B.1(cont.)\u2014Fire resistance of concrete-masonry-protected steel columns <\/td>\n<\/tr>\n | ||||||
| 30<\/td>\n | APPENDIX C\u2014 FIRE RESISTANCE OF CLAY-MASONRY-PROTECTED STEEL COLUMNS Table C.1\u2014Fire resistance of clay-masonry-protected steel columns <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 216.1M-07 Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies (Metric)<\/b><\/p>\n |