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Design of guyed electrical transmission structures /
Prepared by the Subcommittee on Guyed Transmission Structures of the Committee on Electrical Transmission Structures of the Structural Engineering Institute of ASCE. Design of Guyed Electrical Transmission Structures describes the engineering considerations involved in designing guyed structures to...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor Corporativo: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
New York, N.Y. :
ASCE,
©1997.
|
| Colección: | ASCE manuals and reports on engineering practice ;
no. 91. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 245 | 0 | 0 | |a Design of guyed electrical transmission structures / |c prepared by the Subcommittee on Guyed Transmission Structures of the Committee on Electrical Tranmission Structures of the Structural Engineering Institute of the American Society of Civil Engineers. |
| 260 | |a New York, N.Y. : |b ASCE, |c ©1997. | ||
| 300 | |a 1 online resource (ix, 85 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a ASCE manuals and reports on engineering practice ; |v no. 91 | |
| 504 | |a Includes bibliographical references (pages 79-80). | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Contents -- Preface -- Chapter 1 Introduction -- 2 Guyed Structures Configurations -- 2.1 General -- 2.2 Single Poles or Masts -- 2.2.1 Guying configurations -- 2.2.2 Pole or mast base -- 2.2.3 Limits of use -- 2.3 Stub Poles -- 2.4 H-Frames (Multi-Pole Structures) -- 2.5 Rigid Frames -- 2.5.1 Guyed rigid latticed portal -- 2.5.2 Guyedrigid Y -- 2.5.3 Guyed delta -- 2.6 Masted Towers -- 2.6.1 Guyed portal -- 2.6.2 Guyed V -- 2.6.3 Cross rope -- 2.6.4 Guyedhinged Y -- 3 Guys and Guy Fittings -- 3.1 Guy Materials -- 3.2 Guy Fittings | |
| 505 | 8 | |a 3.3 Tensioning Devices4 Guy Anchors and Foundations -- 4.1 Deadman Anchors -- 4.2 Screw Anchors -- 4.3 Grouted Anchors -- 5 Analysis -- 5.1 Cable Behavior -- 5.2 Poles or Latticed Masts with Single Guy Attachment Point -- 5.2.1 Single guy level and hinged base -- 5.2.2 Single guy level and fixed base -- 5.3 Poles or Latticed Masts with Multiple Guy Attachment Points -- 5.3.1 Multi-guy levels and hinged base -- 5.3.2 Multi-guy levels and fixed base -- 5.4 Structures with Four Guys -- 5.5 Buckling Strength of Poles and Latticed Masts | |
| 505 | 8 | |a 5.5.1 Pole buckling strength5.5.2 Equivalent beam model for latticed masts -- 5.6 Computer Modeling -- 5.6.1 Linear computer analysis -- 5.6.2 Nonlinear computer analysis -- 5.6.3 Modeling hints and details -- 6 Design -- 6.1 Loadings and Design Restrictions -- 6.2 Guy Clearances -- 6.2.1 Electrical clearances -- 6.2.2 Mechanical clearances -- 6.3 Guy Design -- 6.3.1 Guy pretension -- 6.3.2 Allowable tensions -- 6.3.3 Guy slope -- 6.4 Guy Anchorage -- 6.5 Connections -- 6.5.1 Guy connections to poles -- 6.5.2 Connections in latticed structures | |
| 505 | 8 | |a 6.6 Structural Design of Poles and H-Frames6.7 Structural Design of Latticed Rigid Frames and Masted Towers -- 7 Construction and Maintenance -- 7.1 Design Considerations -- 7.2 Construction Considerations -- 7.3 Guyed Poles -- 7.3.1 Erection methods -- 7.3.2 Guy installation -- 7.4 Guyed Rigid Frames and Masted Towers -- 7.4.1 Erection methods -- 7.4.2 Crane erection -- 7.4.3 Helicopter erection -- 7.4.4 Guy installation -- 7.5 Erection Tolerances -- 7.5.1 Guyed poles and H-frames -- 7.5.2 Guyed rigid frames and masted towers | |
| 505 | 8 | |a 7.6 Inspection and Maintenance8 Examples -- 8.1 Wood Poles -- 8.1.1 Dead-end pole with in-line guys in single vertical plane -- 8.1.2 Ninety-degree angle pole with in-line guys -- 8.2 Tubular Steel Poles -- 8.2.1 Bisector guyed pole -- 8.2.2 Effect of guy properties on behavior of pole -- 8.3 GuyedV -- 8.3.1 Analysis for high wind loads -- 8.3.2 Analysis for unbalanced longitudinal load on outer phase -- 8.3.3 Analysis for combination of vertical, transverse, and longitudinal loads -- 8.3.4 Design of mast for guyed V -- 8.4 Guyed Delta -- Appendices | |
| 506 | |a Access restricted to Ryerson students, faculty and staff. |5 CaOTR | ||
| 520 | 3 | |a Prepared by the Subcommittee on Guyed Transmission Structures of the Committee on Electrical Transmission Structures of the Structural Engineering Institute of ASCE. Design of Guyed Electrical Transmission Structures describes the engineering considerations involved in designing guyed structures to support electric transmission lines. Guyed structures generally have the advantages of being lightweight, easy to erection, capable of preassembly, and requiring a simple foundation design. A considerable range of applications is available, from simple guyed wood poles to the very large guyed steel-latticed structures. This Manual describes various types of guyed structures in use; presents typical guys and fittings; illustrates guy anchors and foundations; explores analysis and design techniques specific to guyed structures; discusses unique construction and maintenance problems; and displays both hand and computer calculations to illustrate some of the concepts discussed in the document. | |
| 590 | |a Knovel |b ACADEMIC - Electrical & Power Engineering | ||
| 590 | |a Knovel |b ACADEMIC - Civil Engineering & Construction Materials | ||
| 650 | 0 | |a Electric lines |x Poles and towers |x Design and construction. | |
| 650 | 0 | |a Guy anchors. | |
| 650 | 6 | |a Tirants d'ancrage. | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Electrical. |2 bisacsh | |
| 650 | 7 | |a Electric lines |x Poles and towers |x Design and construction. |2 fast |0 (OCoLC)fst00905121 | |
| 650 | 7 | |a Guy anchors. |2 fast |0 (OCoLC)fst00949535 | |
| 710 | 2 | |a American Society of Civil Engineers. |b Subcommittee on Guyed Transmission Structures. | |
| 776 | 0 | 8 | |i Print version: |t Design of guyed electrical transmission structures. |d New York, N.Y. : ASCE, ©1997 |z 0784402841 |w (DLC) 97026968 |w (OCoLC)37213461 |
| 830 | 0 | |a ASCE manuals and reports on engineering practice ; |v no. 91. | |
| 856 | 4 | 0 | |u https://appknovel.uam.elogim.com/kn/resources/kpDGETS001/toc |z Texto completo |
| 938 | |a American Society of Civil Engineers |b ASCE |n 10.1061/9780784402849 | ||
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