{"id":28084,"date":"2024-10-17T02:56:17","date_gmt":"2024-10-17T02:56:17","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-manual-91-97\/"},"modified":"2024-10-24T14:01:04","modified_gmt":"2024-10-24T14:01:04","slug":"asce-manual-91-97","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-manual-91-97\/","title":{"rendered":"ASCE Manual 91 97"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Chapter 1 Introduction <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 2 Guyed Structures Configurations 2.1 General <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 2.2 Single Poles or Masts 2.2.1 Guying configurations <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 2.2.2 Pole or mast base <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 2.2.3 Limits of use 2.3 Stub Poles <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 2.4 H-Frames (Multi-Pole Structures) <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 2.5 Rigid Frames 2.5.1 Guyed rigid latticed portal <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 2.5.2 Guyedrigid Y 2.5.3 Guyed delta 2.6 Masted Towers <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 2.6.1 Guyed portal 2.6.2 Guyed V <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 2.6.3 Cross rope 2.6.4 Guyedhinged Y <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 3 Guys and Guy Fittings 3.1 Guy Materials <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 3.2 Guy Fittings <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 3.3 Tensioning Devices <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 4 Guy Anchors and Foundations 4.1 Deadman Anchors <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 4.2 Screw Anchors <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 4.3 Grouted Anchors <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 5 Analysis 5.1 Cable Behavior <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 5.2 Poles or Latticed Masts with Single Guy Attachment Point 5.2.1 Single guy level and hinged base <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 5.2.2 Single guy level and fixed base <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 5.3 Poles or Latticed Masts with Multiple Guy Attachment Points 5.3.1 Multi-guy levels and hinged base <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 5.3.2 Multi-guy levels and fixed base 5.4 Structures with Four Guys <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 5.5 Buckling Strength of Poles and Latticed Masts 5.5.1 Pole buckling strength <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 5.5.2 Equivalent beam model for latticed masts <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 5.6 Computer Modeling 5.6.1 Linear computer analysis <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 5.6.2 Nonlinear computer analysis <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 5.6.3 Modeling hints and details <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | 6 Design 6.1 Loadings and Design Restrictions <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | 6.2 Guy Clearances 6.2.1 Electrical clearances 6.2.2 Mechanical clearances <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 6.3 Guy Design 6.3.1 Guy pretension <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 6.3.2 Allowable tensions 6.3.3 Guy slope <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 6.4 Guy Anchorage <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | 6.5 Connections 6.5.1 Guy connections to poles 6.5.2 Connections in latticed structures <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | 6.6 Structural Design of Poles and H-Frames <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | 6.7 Structural Design of Latticed Rigid Frames and Masted Towers <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | 7 Construction and Maintenance 7.1 Design Considerations 7.2 Construction Considerations <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | 7.3 Guyed Poles 7.3.1 Erection methods 7.3.2 Guy installation <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | 7.4 Guyed Rigid Frames and Masted Towers 7.4.1 Erection methods 7.4.2 Crane erection <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 7.4.3 Helicopter erection 7.4.4 Guy installation <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | 7.5 Erection Tolerances 7.5.1 Guyed poles and H-frames 7.5.2 Guyed rigid frames and masted towers <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 7.6 Inspection and Maintenance <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 8 Examples 8.1 Wood Poles 8.1.1 Dead-end pole with in-line guys in single vertical plane <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | 8.1.2 Ninety-degree angle pole with in-line guys <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 8.2 Tubular Steel Poles <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | 8.2.1 Bisector guyed pole <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | 8.2.2 Effect of guy properties on behavior of pole <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | 8.3 GuyedV 8.3.1 Analysis for high wind loads <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | 8.3.2 Analysis for unbalanced longitudinal load on outer phase 8.3.3 Analysis for combination of vertical, transverse, and longitudinal loads <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | 8.3.4 Design of mast for guyed V <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | 8.4 Guyed Delta <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Appendices A: REFERENCES <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | B: NOTATION <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | Index A B C D E F G H I L <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | M N P R S T U V <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | W X <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Manual of Practice No. 91: Design of Guyed Electrical Transmission Structures<\/b><\/p>\n |