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Analytical Methods for Determining Fire Resistance of Steel Members
Abstract Traditionally, fire resistance has been evaluated by subjecting a structural member to a standard test for a specified duration [1]. All members performing acceptably are rated and listed for the duration period of the test (e.g., 1 h, 2 h). Assemblies not listed are assumed to be unable to meet the test criteria and thus have no rating, unless proven otherwise. Providing proof of acceptable performance can be accomplished in one of three manners:
Analytical Methods for Determining Fire Resistance of Steel Members
Abstract Traditionally, fire resistance has been evaluated by subjecting a structural member to a standard test for a specified duration [1]. All members performing acceptably are rated and listed for the duration period of the test (e.g., 1 h, 2 h). Assemblies not listed are assumed to be unable to meet the test criteria and thus have no rating, unless proven otherwise. Providing proof of acceptable performance can be accomplished in one of three manners:
Analytical Methods for Determining Fire Resistance of Steel Members
Milke, James A. (author)
SFPE Handbook of Fire Protection Engineering ; 1909-1948
Fifth Edition
2016-01-01
40 pages
Article/Chapter (Book)
Electronic Resource
English
Fire Protection , Fire Resistance , Steel Column , Slenderness Ratio , Steel Beam Engineering , Civil Engineering , Mechanical Engineering , Safety in Chemistry, Dangerous Goods , Materials Science, general , Engineering Thermodynamics, Heat and Mass Transfer , Industrial and Organizational Psychology
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