{"id":82814,"date":"2024-10-18T03:09:02","date_gmt":"2024-10-18T03:09:02","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784476796-2012\/"},"modified":"2024-10-24T19:51:24","modified_gmt":"2024-10-24T19:51:24","slug":"asce-9780784476796-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784476796-2012\/","title":{"rendered":"ASCE 9780784476796 2012"},"content":{"rendered":"
MOP 123 is a complete engineering reference for design and installation of static-cast and spun-cast prestressed concrete poles for electric distribution and transmission power lines.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | PREFACE <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 1 STRUCTURAL CONFIGURATIONS AND POLE APPLICATIONS <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Configurations <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Electrical Utility Applications <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 2 INITIAL CONSIDERATIONS Physical Characteristics Loads <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Deflection Transportation and Erection Attachments <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Guying <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Climbing and Maintenance <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Grounding <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Testing <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 3 MATERIALS Concrete Materials <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Properties of Concrete Steel Reinforcement <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Miscellaneous Materials <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 4 DESIGN <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Design Considerations <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Multisection Concrete Poles <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | Hybrid (Steel and Concrete) Poles <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Reverse Taper Poles <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Concrete Pole Design as Related to Wood Pole Equivalency <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Design Criteria <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Design Methodology <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | 5 CONNECTIONS <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | Methods of Connection <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | Connection Design Considerations <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Connection Failure Modes <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | Installation Considerations References <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 6 FOUNDATIONS Design Considerations <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | Foundation Types <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | Guy Wires and Anchors <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | 7 MANUFACTURING AND QUALITY ASSURANCE Design and Drawings <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Manufacturing Process <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | Quality Assurance <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | 8 ASSEMBLY AND ERECTION Hauling and Access <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | Handling Framing <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Field Drilling <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | Field Cutting Erection <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | Weight Considerations Climbing Storage <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | 9 INSPECTION, MAINTENANCE, AND REPAIR Inspection <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | Maintenance and Repair <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | 10 STRUCTURE TESTING <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | Foundations and Anchors <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | Material Manufacture <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | Assembly and Erection Test Loads Load Application <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | Loading Procedure Load Measurement Deflection <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | Failures <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | Report Special Considerations for Horizontal Testing <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | APPENDIX I: SAMPLE PURCHASER TECHNICAL SPECIFICATIONS FOR SPUN-CAST PRESTRESSED CONCRETE POLES FOR TRANSMISSION AND DISTRIBUTION STRUCTURES <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | APPENDIX II: SAMPLE PURCHASER TECHNICAL SPECIFICATIONS FOR STATIC-CAST PRESTRESSED CONCRETE POLES FOR TRANSMISSION AND DISTRIBUTION STRUCTURES <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | APPENDIX III: ADDITIONAL INFORMATION FOR PURCHASER\u2019S SPECIFICATION FOR STATIC- AND SPUNCAST PRESTRESSED CONCRETE POLES FOR TRANSMISSION AND DISTRIBUTION STRUCTURES <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | APPENDIX IV: METHODOLOGY FOR SELECTING AN APPROPRIATE CONCRETE COMPRESSIVE STRENGTH TO BE USED IN THE DESIGN OF CONCRETE POLES <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | GLOSSARY C D F G <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | L M O P R S T <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | U Z <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | NOTATION <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | INDEX A B C <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | D E F <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | G H I L M N <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | O P Q R S <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | T U W X Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Manual of Practice No. 123: Prestressed Concrete Transmission Pole Structures<\/b><\/p>\n |