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Page 50
Suggested Citation:"Appendices A F." National Academies of Sciences, Engineering, and Medicine. 2018. Fracture-Critical System Analysis for Steel Bridges. Washington, DC: The National Academies Press. doi: 10.17226/25230.
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Page 50
Page 51
Suggested Citation:"Appendices A F." National Academies of Sciences, Engineering, and Medicine. 2018. Fracture-Critical System Analysis for Steel Bridges. Washington, DC: The National Academies Press. doi: 10.17226/25230.
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Page 51
Page 52
Suggested Citation:"Appendices A F." National Academies of Sciences, Engineering, and Medicine. 2018. Fracture-Critical System Analysis for Steel Bridges. Washington, DC: The National Academies Press. doi: 10.17226/25230.
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Page 52

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

50 Appendices A through F are not printed herein but are available for download from the TRB website at https://apps.trb.org/cmsfeed/TRBNetProjectDisplay.asp?ProjectID=3808. The appendices include the following: Appendix A: Shear Stud Modeling Study and Recommendations Appendix B: Summaries of Analyses of Case-Study Bridges Appendix C: Eligibility Screening Criteria for System Analysis Appendix D: FEA Requirements for System Analysis Appendix E: Proposed Guide Specification Appendix F: Proposed Guide Specification Application Examples Appendices A–F

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TRB's National Cooperative Highway Research Program (NCHRP) Research Report 883: Fracture-Critical System Analysis for Steel Bridges presents a proposed specification for the analysis and identification of fracture-critical members and system-redundant members. The report describes the analysis methodology and provides application examples. The analysis methodology is based on comprehensive 3-D finite element analyses (FEA) and case studies to evaluate the redundancy of new and existing steel bridges with members traditionally designated as fracture-critical members (FCMs), including simple- and continuous-span I-girder and tub-girder, through-girder, truss, and tied-arch steel bridges.

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