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Anchorage Design for Petrochemical and Other Industrial Facilities Second Edition.
This book intends to serve as a source for uniformity in the design, fabrication, and installation of anchorage in petrochemical and other industrial facilities.
| Autor principal: | |
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| Otros Autores: | , , , , , , , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Collingwood :
American Society of Civil Engineers,
2022.
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| Edición: | 2nd ed. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000Mu 4500 | ||
|---|---|---|---|
| 001 | KNOVEL_on1344539182 | ||
| 003 | OCoLC | ||
| 005 | 20231027140348.0 | ||
| 006 | m o d | ||
| 007 | cr |n||||||||| | ||
| 008 | 220924s2022 xx o ||| 0 eng d | ||
| 040 | |a EBLCP |b eng |c EBLCP |d UIU |d CUS |d OCLCF | ||
| 020 | |a 9780784484173 | ||
| 020 | |a 0784484171 | ||
| 035 | |a (OCoLC)1344539182 | ||
| 049 | |a UAMI | ||
| 100 | 1 | |a Design, Task Committee on Anchorage. | |
| 245 | 1 | 0 | |a Anchorage Design for Petrochemical and Other Industrial Facilities |h [electronic resource] : |b Second Edition. |
| 250 | |a 2nd ed. | ||
| 260 | |a Collingwood : |b American Society of Civil Engineers, |c 2022. | ||
| 300 | |a 1 online resource (212 p.) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Intro -- Book_5279_C000 -- Half Title -- Title Page -- Copyright Page -- Contents -- Petrochemical Energy Committee -- Task Committee on Anchorage Design -- Notation -- Book_5279_C001 -- Chapter 1 : Introduction -- 1.1 Background -- 1.2 Objectives and Scope -- 1.3 Updates and Additions to Previous Report -- 1.4 Codes and Design Procedures -- 1.5 State of Research -- 1.6 Future Research -- References -- Book_5279_C002 -- Chapter 2 : Materials -- 2.1 Introduction -- 2.2 Anchor Bolt and Rod Assemblies -- 2.2.1 Anchor Bolts, Studs, and Rods -- 2.2.2 Washers -- 2.2.3 Nuts | |
| 505 | 8 | |a 2.2.4 Sleeves -- 2.2.5 Fabrication -- 2.2.5.1 General -- 2.2.5.2 Threads -- 2.2.5.3 Upset Threads -- 2.2.5.4 Shot Peening -- 2.3 Headed Studs -- 2.4 Post-Installed Anchors -- 2.5 Shear Lugs -- 2.6 Corrosion -- 2.6.1 Environmental Conditions -- 2.6.2 Codes and Specifications -- 2.6.2.1 American Concrete Institute -- 2.6.2.2 American Institute of Steel Construction -- 2.6.2.3 American Petroleum Institute -- 2.6.3 Corrosion Rates -- 2.6.4 Coatings -- 2.6.4.1 Hot-Dip and Mechanical Galvanizing -- 2.6.4.2 Cold-Applied Zinc -- 2.6.4.3 Insulation and Fireproofing | |
| 505 | 8 | |a 2.6.4.4 Recommendations -- 2.6.5 Weathering Steel -- 2.7 Anchorage Exposed to Extreme Temperatures -- 2.7.1 Exposure to Low Temperatures -- 2.7.2 Exposure to Elevated Temperatures -- 2.7.3 Exposure to Fire -- References -- Book_5279_C003 -- Chapter 3 : Cast-in-Place Anchor Design -- 3.1 Introduction -- 3.2 Anchor Configuration and Dimensions -- 3.2.1 Configuration of Cast-in-Place Anchors -- 3.2.2 Minimum Dimensions -- 3.2.3 Sleeves -- 3.2.3.1 General -- 3.2.3.2 Design Considerations When Using Anchor Sleeves -- 3.2.4 Anchor Details and Minimum Dimensions | |
| 505 | 8 | |a 3.3 Strength Design -- 3.3.1 General -- 3.3.2 Design Procedure for Anchorage Design of Column Pedestals -- 3.3.3 Anchor Design Considerations -- 3.3.4 Concrete Breakout Strength of a Group of Anchors in a Rectangular Pattern in Shear -- 3.3.5 Concrete Breakout Strength in Shear of a Group of Anchors in a Circular Pattern -- 3.4 Ductile Design -- 3.5 Anchor Reinforcement Design -- 3.5.1 Background -- 3.5.1.1 Supplementary Reinforcement -- 3.5.1.2 Anchor Reinforcement -- 3.5.2 Reinforcement Methods -- 3.5.3 Reinforcement Design to Transfer Anchor Forces | |
| 505 | 8 | |a 3.5.3.1 Tension Force -- 3.5.3.2 Shear Force -- 3.5.4 Tables to Aid Responsible Engineers in Reinforcement Design -- 3.6 Frictional Resistance and Transmitting of Shear Force into Anchors -- 3.6.1 General -- 3.6.2 Calculating Resisting Friction Force -- 3.7 Shear Lug Design -- 3.7.1 General -- 3.7.2 Design Procedure for Plate Shear Lug -- 3.8 Tensioning -- 3.8.1 General -- 3.8.2 Advantages -- 3.8.3 Disadvantages -- 3.8.4 Tension Load -- 3.8.5 Concrete Failure -- 3.8.6 Vessel Anchor Chair Failure -- 3.8.7 Stretching Length -- 3.8.8 Tensioning Methods | |
| 505 | 8 | |a 3.8.9 Relaxation | |
| 520 | |a This book intends to serve as a source for uniformity in the design, fabrication, and installation of anchorage in petrochemical and other industrial facilities. | ||
| 590 | |a Knovel |b ACADEMIC - Civil Engineering & Construction Materials | ||
| 590 | |a Knovel |b ACADEMIC - Oil & Gas Engineering | ||
| 650 | 0 | |a Petroleum refineries |x Design and construction. | |
| 650 | 0 | |a Industrial buildings |x Foundations. | |
| 650 | 0 | |a Wind-pressure. | |
| 650 | 7 | |a Industrial buildings |x Foundations. |2 fast |0 (OCoLC)fst00970875 | |
| 650 | 7 | |a Petroleum refineries |x Design and construction. |2 fast |0 (OCoLC)fst01059793 | |
| 650 | 7 | |a Wind-pressure. |2 fast |0 (OCoLC)fst01175736 | |
| 700 | 1 | |a Liu, Hongchun. | |
| 700 | 1 | |a Boyd, Donald W. | |
| 700 | 1 | |a Brenes, Francisco J. | |
| 700 | 1 | |a Glover, Justin. | |
| 700 | 1 | |a Silva, John F. | |
| 700 | 1 | |a Wey, Eric H. | |
| 700 | 1 | |a Widianto. | |
| 700 | 1 | |a Wong, Silky S. K. | |
| 776 | 0 | 8 | |i Print version: |a Design, Task Committee on Anchorage |t Anchorage Design for Petrochemical and Other Industrial Facilities |d Collingwood : American Society of Civil Engineers,c2022 |
| 856 | 4 | 0 | |u https://appknovel.uam.elogim.com/kn/resources/kpADPIFE01/toc |z Texto completo |
| 938 | |a ProQuest Ebook Central |b EBLB |n EBL29920078 | ||
| 938 | |a ProQuest Ebook Central |b EBLB |n EBL29920078 | ||
| 994 | |a 92 |b IZTAP | ||