When structural systems are heated by fire, they experience thermal effects that are not contemplated by conventional structural engineering design.
Traditionally, structural fire protection is prescribed for structures after they have been optimised for ambient design loads such as gravity, wind, and seismic, among others.
This century-old prescriptive framework endeavors to reduce the heating of individual structural components with the intent of mitigating the risk of structural failure under fire exposure.
Accordingly, the vulnerability of buildings to structural failure from uncontrolled fire varies across jurisdictions - which have differing structural design requirements for ambient loads - and as a function of building system and component configuration.
As an alternative approach, ASCE Standard 7-16 permits the application of performance-based structural fire design (also termed structural fire engineering design) to evaluate the performance of structural systems explicitly under fire exposure in a similar manner as other design loads are treated in structural engineering practice.
Structural fire engineering design is the calculated design of a structure to withstand the thermal load effects of fire, which have the potential to alter the integrity of a structure, based on specific performance criteria.
This manual, MOP 138, addresses the current practice, thermal and structural analysis methods, and available information to support structural fire engineering design.