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Design of steel transmission pole structures : ASCE/SEI 48-11.

Author: Structural Engineering Institute.
Publisher: Reston, Va. : American Society of Civil Engineers, ©2012.
Series: American Society of Civil Engineers.; ASCE standard.
Edition/Format:   eBook : Document : EnglishView all editions and formats
Summary:

"This document uses both the International System of Units (SI) and customary units."

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Genre/Form: Electronic books
Additional Physical Format: Print version:
Design of steel transmission pole structures.
Reston, Va. : American Society of Civil Engineers, ©2012
(DLC) 2011031788
(OCoLC)748812774
Material Type: Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: Structural Engineering Institute.
ISBN: 9780784476406 0784476403 9780784411810 0784411816
OCLC Number: 782051257
Notes: "This document uses both the International System of Units (SI) and customary units."
Description: 1 online resource (xvi, 85 pages) : illustrations.
Contents: ""Cover""; ""Contents""; ""1 Scope""; ""2 Applicable Documents""; ""3 Definitions""; ""4 Loading, Geometry, and Analysis""; ""4.1 Introduction""; ""4.2 Loading""; ""4.2.1 Factored Design Loads""; ""4.2.2 Loading Considerations""; ""4.2.3 Load Expression""; ""4.3 Geometric Configurations""; ""4.3.1 Configuration Considerations""; ""4.3.2 Structure Types""; ""4.4 Methods of Analysis""; ""4.4.1 Structural Analysis Methods""; ""4.4.2 Analysis of Connections""; ""4.5 Additional Considerations""; ""4.5.1 Structural Support""; ""4.5.2 Design Restrictions"" ""4.5.3 Climbing and Maintenance Provisions""""4.5.4 Pre-engineered Steel Poles (“Wood Pole Equivalents�)""; ""5 Design of Members""; ""5.1 Introduction""; ""5.2 Members""; ""5.2.1 Materials""; ""5.2.2 Tension""; ""5.2.3 Compression""; ""5.2.4 Shear""; ""5.2.5 Bending""; ""5.2.6 Combined Stresses""; ""5.3 Guys""; ""5.3.1 Material Properties""; ""5.3.2 Tension""; ""5.4 Test Verification""; ""6 Design of Connections""; ""6.1 Introduction""; ""6.2 Bolted and Pinned Connections""; ""6.2.1 Materials""; ""6.2.2 Shear Stress in Bearing Connections""; ""6.2.3 Bolts Subject to Tension"" ""6.2.4 Bolts Subject to Combined Shear and Tension""""6.2.5 Bearing Stress in Bolted Connections""; ""6.2.6 Minimum Edge Distances and Bolt Spacing for Bolted Connections""; ""6.2.7 Bearing Stress in Pinned Connections""; ""6.2.8 Minimum Edge Distances for Pinned Connections""; ""6.2.9 Connection Elements and Members""; ""6.3 Welded Connections""; ""6.3.1 Material Properties""; ""6.3.2 Effective Area""; ""6.3.3 Design Stresses""; ""6.3.4 Circumferential Welded Splices""; ""6.3.5 Flange and Base Plate to Pole Shaft Welds""; ""6.3.6 T-Joints""; ""6.4 Field Connections of Members"" ""6.4.1 Slip Joints""""6.4.2 Base and Flange Plate Connections""; ""6.5 Test Verification""; ""7 Detailing and Fabrication""; ""7.1 Detailing""; ""7.1.1 Drawings""; ""7.1.2 Drawing Review""; ""7.1.3 Erection Drawings""; ""7.1.4 Shop Detail Drawings""; ""7.2 Fabrication""; ""7.2.1 Material""; ""7.2.2 Material Preparation""; ""7.2.3 Welding""; ""8 Testing""; ""8.1 Introduction""; ""8.2 Foundations""; ""8.3 Material""; ""8.4 Fabrication""; ""8.5 Strain Measurements""; ""8.6 Assembly and Erection""; ""8.7 Test Loads""; ""8.8 Load Application""; ""8.9 Loading Procedure""; ""8.10 Load Measurement"" ""8.11 Deflections""""8.12 Failures""; ""8.13 Post-Test Inspection""; ""8.14 Disposition of Prototype""; ""8.15 Report""; ""9 Structural Members and Connections Used in Foundations""; ""9.1 Introduction""; ""9.2 General Considerations""; ""9.3 Anchor Bolts""; ""9.3.1 Bolts Subject to Tension""; ""9.3.2 Shear Stress""; ""9.3.3 Combined Shear and Tension""; ""9.3.4 Development Length""; ""9.4 Direct-Embedded Poles""; ""9.5 Embedded Casings""; ""9.6 Test Verification""; ""10 Quality Assurance/Quality Control""; ""10.1 Introduction""; ""10.2 Quality Assurance""; ""10.2.1 Design and Drawings""
Series Title: American Society of Civil Engineers.; ASCE standard.
Other Titles: ASCE/SEI 48-11

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