AISC Design Guide 19 – Fire Resistance Of Structural Steel Framing (KET0039)

AISC Design Guide 19 – Fire Resistance Of Structural Steel Framing, Contents:

I. Introduction

I.1 General Information

I.2 Model Building Codes

I.3 Resources

II. Building Code Requirements

II.1 General Information

II.2 Building Codes

II.3 IBC Fire Resistant Design

II.4 Required Fire Resistance Ratings

II.4.1 Area Modifications

II.4.2 Fire Wall Separations

II.4.3 Fire Partitions

II.4.4 Height Modifications

II.4.5 High-Rise Building Modifications

II.4.6 Unlimited Area Buildings

II.4.7 Open Parking Garages

II.4.8 Special Provisions

II.4.9 Example II.1

II.4.10 Example II.2

III. Standard Fire Test

III.1 General Information

III.2 Procedure

III.3 Standard Test Fire

III.3.1 Limitations of the Standard Fire Test

III.4 Thermal Restraint

III.5 Summary

IV. Rated Designs

IV.1 General Information

IV.2 ASCE/SFPE 29

IV.3 UL Directory

IV.4 Other Sources

V. Fire Protection Materials

V.1 General Information

V.2 Gypsum

V.2.1 Gypsum Board

V.2.2 Gypsum-Based Plaster

V.3 Masonry

V.4 Concrete

V.5 Spray-Applied Fire Resistive Materials

V.5.1 Fibrous SFRM

V.5.2 Cementitious SFRM

V.6 Mineral Fiberboard

V.7 Intumescent Coatings

VI. Fire Protection for Steel Columns

VI.1 General Information

VI.2 Temperature Criteria

VI.3 ASTM E119 ANSI/UL 263

VI.4 Test Facilities

VI.5 UL Directory

VI.6 IBC Directory

VI.7 W/D and A/P Criteria

VI.8 Column Fire Protection Systems

VI.8.1 Prefabricated Building Units (000-099)

VI.8.2 Prefabricated Fireproof Columns (100-199)

VI.8.3 Endothermic and Ceramic Mat Materials (200-299)

VI.8.4 Mineral Board Enclosures (300-399)

VI.8.4.1 Example VI-1

VI.8.5 Lath and Plaster Enclosures (400-499

VI.8.6 Gypsum Board Systems (500- 599)

VI.8.6.1 Example VI-2

VI.8.7 Mastic Coatings (600-699)

VI.8.8 Spray-applied Fire Resistive Materials (700-899

VI.8.8.1 Example VI-3

VI.8.9 Concrete-Filled HSS Columns

VI.8.9.1 Example VI-4

VI.8.10 Masonry Enclosures

VI.8.10.1 Example VI-5

VI.8.11 Concrete Protection

VI.8.11.1 Example VI-6

VI.8.12 Exterior Columns

VII. Fire Protection for Steel Roof and Floor Systems

VII.1 General Information.

VII.2 Temperature Criteria

VII.3 ASTM E119 ANSI/UL 263

VII.3.1 Thermal Restraint

VII.3.2 Steel Assembly Test

VII.3.3 Loaded Steel Beam Test

VII.4 Test Facilities

VII.5 UL Directory

VII.6 Building Codes

VII.6.1 Level of Protection

VII.6.2 Individual Member Protection

VII.6.3 Fire Resistance Design

VII.7 Construction Factors Influencing Fire Resistance Ratings

VII.7.1 Concrete Strength and Unit Weight

VII.7.2 Composite/Non-Composite Beams

VII.7.3 Steel Deck Properties

VII.7.4 Unprotected/Protected Steel Deck

VII.7.5 Roof Insulation

VII.8 Fire Resistant Assembly Systems

VII.8.1 Fire-Rated Ceiling Systems

VII.8.2 Individual Protection Systems

VII.9 W/D Criteria

VII.10 SFRM Thickness Adjustment

VII.10.1 Larger W/D Substitution

VII.10.2 SFRM Thickness Adjustment Equation

VII.10.3 Example VII-1

VII.10.4 Example VII-2

VII.11 Beam Substitution

VII.11.1 Example VII-3

VII.12 Steel Joist Assemblies

VII.13 Joist Substitution

VIII. Fire Protection for Steel Trusses

VIII.1 General Information

VIII.2 Building Codes

VIII.2.1 Level of Protection

VIII.2.2 Protection Methods

VIII.2.2.1 Individual Element Protection

VIII.2.2.2 Wall Envelope Protection 52

VIII.2.2.3 Wall Envelope Combined With Individual Protection

VIII.2.2.4 Fire Resistive Floor/Ceiling Systems

VIII.3 Structural Steel Truss Systems

VIII.3.1 Typical Truss Systems

VIII.3.1.1 Example VIII-1

VIII.3.1.2 Example VIII-2

VIII.3.2 Staggered Truss Systems

VIII.3.2.1 Example VIII-3

VIII.3.2.2 Example VIII-4

VIII.3.3 Transfer Truss Systems

VIII.4 Summary

IX. Spray-Applied Fire Resistive Material Testing & Inspection

IX.1 General Information

IX.2 Thickness Determination ASTM E605

IX.3 Density Determination ASTM E605

IX.4 Cohesion/Adhesion Determination ASTM E736

References

X. Engineered Fire Protection

X.1 General Information

X.2 Building Codes

X.3 Load Combinations

X.4 Heat Transfer

X.5 Temperature Gradient

X.6 Steel Properties at Elevated Temperatures

X.7 Composite Steel Beam Capacity at Elevated Temperatures

X.7.1 Positive Nominal Flexural Strength

X.7.2 Negative Nominal Flexural Strength

X.8 Analytical SFRM Thickness Calculation Summary

X.9 Advanced Methods of Analysis

Appendix A: W/D Tables

Appendix B-1: UL D902 SFRM Thickness

Appendix B-2: UL D925 SFRM Thickness

AISC Design Guide 19 – Fire Resistance Of Structural Steel Framing

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