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ASCE Manual 114 09:2009 Edition

ASCE Manual 114 09:2009 Edition

$47.13

Manual of Practice No. 114: Performance-Based Design of Structural Steel for Fire Conditions

Published By Publication Date Number of Pages
ASCE 2009 133
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 “Performance-Based Design of Structural Steel for Fire Conditions” presents a new method developed to improve the design of structural steel for fire conditions. New fire building codes have been adopted in North America and this method simplifies the performance-based design approach. This manual is written only for two-dimensional thermal responses of structural steel to fires. Main topics include mathematical modeling, predicting time-temperature relationships, calculating the critical temperature in structural steel, fire resistance ratings, and maximum temperatures for suspended ceilings. The new method presented in this manual will be invaluable for anyone involved in structural engineering, fire safety and construction engineering; owners and managers of buildings will also greatly benefit.

PDF Catalog

PDF Pages PDF Title
6 CONTENTS
8 FOREWORD
10 1 DESIGN MANUAL
1.1 Selection of Compartments or Areas to Design
11 1.2 Determination of Compartment Fuel Loads
12 1.3 Predicted Compartment Fire Time–Temperature Relationship
14 1.4 Predicted Steel Time–Temperature Relationship
16 1.5 Worked Example
32 2 CURRENT APPROACH TO STRUCTURAL FIRE SAFETY
34 2.1 History of the Standard Test Methods
38 3 THE PERFORMANCE-BASED DESIGN PHILOSOPHY
44 4 FIRE SCENARIO DEVELOPMENT
4.1 Compartment Fires
48 4.2 Ventilation-Controlled Vs. Fuel-Controlled Fires
49 4.3 Room Fuel Load
54 5 FULLY DEVELOPED FIRE MODELING
5.1 T-Equivalent Concept
58 5.2 Parametric Fire Curves
74 6 BASIC CONCEPTS OF STRUCTURAL FIRE DESIGN
6.1 Role of the Structural Engineer Vs. the Fire Protection Engineer
75 6.2 Specific Calculation Requirements
76 6.3 Behavior of Steel under Fire Conditions
77 6.4 Critical Temperatures
78 6.5 Time–Temperature History of Fire-Exposed Members
88 7 FUTURE WORK
90 APPENDIX A: REVIEW OF THE STANDARD TEST
A.1 Influence of Standard Fire Test Time–Temperature Curve on Test Specimen
91 A.2 Influence of Loading and Restraint of the Structural Member in the Test Chamber
92 A.3 Influence of Material Properties
93 A.4 Influence of Furnace Construction
94 APPENDIX B: DERIVATION OF ROOM FUEL LOAD EQUATION
118 APPENDIX C: FUNDAMENTAL HEAT BALANCE EQUATIONS FOR A COMPARTMENT FIRE
C.1 Fundamental Heat Balance Equation
119 C.2 qR: Rate of Radiative Heat Loss through the Ventilation Opening
C.3 qW: Rate of Heat Loss through Compartment Boundaries
123 C.4 qL: Rate of Convective Heat Loss Out Opening
124 C.5 qC: Rate of Combustion Heat Release
126 APPENDIX D: CALCULATION OF PLENUM TEMPERATURE FOR STRUCTURAL STEEL PROTECTED BY A SUSPENDED CEILING
D.1 Calculation of Plenum Temperatures
128 REFERENCES
132 INDEX
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133 H
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