Mertz, D. R. (2012). Steel Bridge Design Handbook: Limit States (Report No. FHWA-IF-12-052). United States. Federal Highway Administration. Office of Bridge Technology. https://rosap.ntl.bts.gov/view/dot/49749
Mertz, Dennis R.. Steel Bridge Design Handbook: Limit States. Report no. FHWA-IF-12-052. United States. Federal Highway Administration. Office of Bridge Technology, 2012. https://rosap.ntl.bts.gov/view/dot/49749.
Mertz, Dennis R. Steel Bridge Design Handbook: Limit States. United States. Federal Highway Administration. Office of Bridge Technology, 2012, Report no. FHWA-IF-12-052, ROSA P. https://rosap.ntl.bts.gov/view/dot/49749.
In the AASHTO LRFD Bridge Design Specifications, a limit state is defined as “a condition beyond which the bridge or component ceases to satisfy the provisions for which it was designed.” Bridges designed using the limit-states philosophy of the LRFD Specifications must satisfy “specified limit states to achieve the objectives of constructability, safety and serviceability.” These objectives are met through the strength, service, fatigue-and-fracture and extreme-event limit states. This module provides bridge engineers with the background regarding the development and use of the various limit states contained in the LRFD Specifications.
Mertz, D. R. (2012). Steel Bridge Design Handbook: Limit States (Report No. FHWA-IF-12-052). United States. Federal Highway Administration. Office of Bridge Technology. https://rosap.ntl.bts.gov/view/dot/49749
Mertz, Dennis R.. Steel Bridge Design Handbook: Limit States. Report no. FHWA-IF-12-052. United States. Federal Highway Administration. Office of Bridge Technology, 2012. https://rosap.ntl.bts.gov/view/dot/49749.
Mertz, Dennis R. Steel Bridge Design Handbook: Limit States. United States. Federal Highway Administration. Office of Bridge Technology, 2012, Report no. FHWA-IF-12-052, ROSA P. https://rosap.ntl.bts.gov/view/dot/49749.
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