{"id":195111,"date":"2024-10-19T12:23:00","date_gmt":"2024-10-19T12:23:00","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-wpsetl-2019\/"},"modified":"2024-10-25T04:53:41","modified_gmt":"2024-10-25T04:53:41","slug":"asce-wpsetl-2019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-wpsetl-2019\/","title":{"rendered":"ASCE WPSETL 2019"},"content":{"rendered":"
MOP 141 provides a vital overview on the design and use of wood poles for overhead utility line structures using sound engineering practices.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Mop_141 \n_online.pdf <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | MANUALS AND REPORTS ON ENGINEERING PRACTICE \n <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | CONTENTS \n <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | PREFACE \n <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | ACKNOWLEDGMENTS \n <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | DEFINITIONS \n <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 1. STRUCTURAL CONFIGURATIONS AND POLE APPLICATIONS \n 1.1\u2002General <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 1.2\u2002Configurations <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 1.3 Electric Utility Applications and Structural Configurations \n <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 2. INITIAL CONSIDERATIONS \n 2.1 General \n <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 2.2 Physical Characteristics \n <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 2.3 Clearances and Pole Length \n 2.4 Loads and Pole Class \n <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 2.5 Deflections \n <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 2.6 Transportation and Erection \n 2.7 Attachments \n <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 2.8 Guying \n <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 2.9 Climbing and Maintenance \n <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 2.10 Grounding \n <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 3. MATERIALS \n 3.1 General \n 3.2 Physical Properties \n <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 3.3 \nPreservative Treatment <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 4. DESIGN OF WOOD POLE STRUCTURES \n 4.1 General \n <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 4.2 Structural Design Objective and Methodology \n <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 4.3 Analysis and Design \n <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 4.4 Localized Bending Capacity Reduction Because of Bolt Holes or Other Defects \n 4.5 Resiliency \n <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 5. CONNECTIONS \n 5.1 General \n <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | 5.2 Through Bolts \n <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | 5.3 Banded Connections \n <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 5.4 Connection Design Considerations \n <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 5.5 Connection Failure Modes \n <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | 5.6 Installation Considerations \n <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | 6. WOOD POLE FOUNDATIONS AND ANCHORING \n 6.1 General \n <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 6.2 Design Considerations \n <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 6.3 Foundation Types \n <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | 6.4 Anchorage \n <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | 6.5 Foundation Summary \n <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | 7. MANUFACTURING AND QUALITY ASSURANCE \n 7.1 General \n 7.2 Manufacturing Process \n <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | 7.3 Quality Assurance\/Quality Control \n <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | 8. ASSEMBLY AND ERECTION \n 8.1 General \n 8.2 Storage \n <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | 8.3 Handling \n <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | 8.4 Transportation \n <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | 8.5 Pole Cutting \n <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | 8.6 Assembly \n 8.7 Connections \n <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | 8.8 Field Drilling \n 8.9 Pole Gaining \n 8.10 Erection \n <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | 8.11 Climbing \n 8.12 Disposal \n <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | 8.13 Miscellaneous Considerations \n <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | 9. INSPECTION, ASSESSMENT, MAINTENANCE, AND REPAIR \n 9.1 General \n 9.2 Regulatory Inspection Requirements \n <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | 9.3 Agents of Deterioration and Damage \n <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | 9.4 Traditional Wood Pole Inspection and Assessment Practices \n <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | 9.5 Serviceability Decisions \n <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | 9.6 Additional Nondestructive Evaluation Inspection Tools and Processes \n 9.7 Remedial Treatments \n <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | 9.8 Restoration \n <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | APPENDIXES \n APPENDIX A. RESILIENCY OF WOOD POLE OVERHEAD LINES \n A.1 Introduction \n A.2 Resilience of Overhead Power Lines \n <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | A.3 Impact of Severe Weather on the US Electric Grid \n <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | A.4 Summary \n <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | APPENDIX B. TRANSMISSION POLE DESIGN EXAMPLES \n Hand Calculations \n <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | APPENDIX C. LAMINATED WOOD POLES \n C.1 Introduction \n C.2 Applications \n <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | C.3 General Considerations \n C.4 Structural Design Objective and Methodology \n <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | APPENDIX D. QUALITY AND STRENGTH ASSESSMENT TOOLS AND DEVICES \n D.1 Introduction \n <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | D.2 Nondestructive Evaluation Systems \n <\/td>\n<\/tr>\n | ||||||
198<\/td>\n | APPENDIX E. FOUNDATION EXAMPLE \n <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | INDEX \n <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Manual of Practice No. 141: Wood Pole Structures for Electrical Transmission Lines – Recommended Practice for Design and Use<\/b><\/p>\n |