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Summary of Changes—2010 Edition of Design of Anchorage in Petrochemical Facilities
Appendix D of ACI 318 Building Code Requirements for Structural Concrete [ACI (2008)] and Appendix B of ACI 349 Requirements for Nuclear Safety Related Concrete Structures [ACI (2006)] provides the practicing engineer guidance on the subject of anchorage to unreinforced concrete, however the subject of anchorage to reinforced concrete is left without guidance. In an effort to update the Design of Anchorage in Petrochemical Facilities [ASCE (2010, proposed)] for consistent application with the current design codes and state of practice, ASCE re-established the Task Committee on Anchorage. The Task Committee's primary objective is to establish and evaluate the impacts of published reference data, research development, and changes in material specifications and code provisions that have occurred since the original publication. With this in mind the committee has tried not to repeat information or provide interpretation on the subject matter covered within the afore mentioned design codes, but to expand the design concepts to and apply sound engineering principles to situations and geometries that are not covered by the design codes. The 2010 edition continues to provide guidance on the design of tensile reinforcement of anchors, but expands this discussion to include detailed methods and examples for determining the need and amount of reinforcement required to transfer shear on a pedestal, and reinforcement for side face blow-out of anchors near an edge. New to the ASCE document is an in depth coverage of post-installed anchors and headed studs. The addition of these anchorage methods have been included throughout the document to provide guidance on material properties, anchorage design, and installation and repair methodologies. The 2010 edition is intended to be a State-of-the-Practice for the design and evaluation of cast-in-place, weld stud, and post-installed anchorages and as with the development on any design guide a comprehensive review of current practices, internal company standards, and published documents was conducted, and a list of references is be provide for additional information and further individual research. As a result of this update the ASCE document may continue to serve as a source for uniformity in the design, fabrication and installation of anchorage for the petrochemical industry consistent with current design codes and industry practices.
Summary of Changes—2010 Edition of Design of Anchorage in Petrochemical Facilities
Appendix D of ACI 318 Building Code Requirements for Structural Concrete [ACI (2008)] and Appendix B of ACI 349 Requirements for Nuclear Safety Related Concrete Structures [ACI (2006)] provides the practicing engineer guidance on the subject of anchorage to unreinforced concrete, however the subject of anchorage to reinforced concrete is left without guidance. In an effort to update the Design of Anchorage in Petrochemical Facilities [ASCE (2010, proposed)] for consistent application with the current design codes and state of practice, ASCE re-established the Task Committee on Anchorage. The Task Committee's primary objective is to establish and evaluate the impacts of published reference data, research development, and changes in material specifications and code provisions that have occurred since the original publication. With this in mind the committee has tried not to repeat information or provide interpretation on the subject matter covered within the afore mentioned design codes, but to expand the design concepts to and apply sound engineering principles to situations and geometries that are not covered by the design codes. The 2010 edition continues to provide guidance on the design of tensile reinforcement of anchors, but expands this discussion to include detailed methods and examples for determining the need and amount of reinforcement required to transfer shear on a pedestal, and reinforcement for side face blow-out of anchors near an edge. New to the ASCE document is an in depth coverage of post-installed anchors and headed studs. The addition of these anchorage methods have been included throughout the document to provide guidance on material properties, anchorage design, and installation and repair methodologies. The 2010 edition is intended to be a State-of-the-Practice for the design and evaluation of cast-in-place, weld stud, and post-installed anchorages and as with the development on any design guide a comprehensive review of current practices, internal company standards, and published documents was conducted, and a list of references is be provide for additional information and further individual research. As a result of this update the ASCE document may continue to serve as a source for uniformity in the design, fabrication and installation of anchorage for the petrochemical industry consistent with current design codes and industry practices.
Summary of Changes—2010 Edition of Design of Anchorage in Petrochemical Facilities
Hays, Tracey (author) / Widianto (author)
Structures Congress 2010 ; 2010 ; Orlando, Florida, United States
Structures Congress 2010 ; 2489-2499
2010-05-18
Conference paper
Electronic Resource
English
Summary of Changes - 2010 Edition of Design of Anchorage in Petrochemical Facilities
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