Design of latticed steel transmission structures / / American Society of Civil Engineers

• Record Nr.: UNINA9910460364703321
• Pubbl/distr/stampa: Reston, Virginia : , : American Society of Civil Engineers, , 2015; ©2015
• ISBN: 0-7844-7870-8
• Descrizione fisica: 1 online resource (90 p.)
• Collana: ASCE Standards
• Disciplina: 621.319/22
• Soggetti: Electric lines - Poles and towers - Design and construction - Standards; Steel framing (Building) - Standards; Steel, Structural; Lattice theory; Electronic books.
• Lingua di pubblicazione: Inglese
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Note generali: "This document uses both the International System of Units (SI) and customary units."; "ASCE/SEI 10-15."
• Nota di bibliografia: Includes bibliographical references and index.
• Nota di contenuto: ""Cover""; ""CONTENTS""; ""PREFACE""; ""DESIGN OF STEEL TRANSMISSION TOWERS STANDARDS COMMITTEE""; ""1.0 GENERAL""; ""1.1 Scope""; ""1.2 Applicable Documents""; ""1.3 Definitions""; ""2.0 LOADING, GEOMETRY, AND ANALYSIS""; ""2.1 Introduction""; ""2.2 Loads""; ""2.3 Geometric Configurations""; ""2.4 Methods of Analysis""; ""3.0 DESIGN OF MEMBERS""; ""3.1 Introduction""; ""3.2 Material""; ""3.3 Minimum Sizes""; ""3.4 Slenderness Ratios""; ""3.5 Properties of Sections""; ""3.6 Design Compression""; ""3.7 Compression Members: Angles""; ""3.7.1 Maximum w/t Ratio""; ""3.7.2 Design Compressive Stress""""3.7.3 Determination of F[sub(a)]""; ""3.7.4 Effective Lengths""; ""3.8 Compression Members: Symmetrical Lipped Angles""; ""3.8.1 Maximum w/t Ratio""; ""3.8.2 Design Compressive Stress""; ""3.8.3 Equivalent Radius of Gyration""; ""3.8.4 Minimum Lip Depth""; ""3.9 Compression Members Not Covered in Sections 3.7 and 3.8""; ""3.9.1 Design Compressive Stress""; ""3.9.2 Maximum w/t Ratio""; ""3.9.3 Effective Widths of Elements in ; Compression""; ""3.9.4 Doubly Symmetric Open Cross Sections""; ""3.9.5 Singly Symmetric Open Cross Sections""; ""3.9.6 Point-Symmetric Open Cross Sections""""3.9.7 Closed Cross Sections""; ""3.9.8 Nonsymmetric Cross Sections""; ""3.9.9 Lips""; ""3.9.10 Eccentric Connections""; ""3.10 Tension Members""; ""3.10.1 Design Tensile Stress""; ""3.10.2 Angle Members""; ""3.10.3 Eccentric Connections""; ""3.10.4 Threaded Rods and Anchor Bolts""; ""3.10.5 Guys""; ""3.11 Stitch Bolts""; ""3.12 Axial Compression and Bending""; ""3.13 Axial Tension and Bending""; ""3.14 Beams""; ""3.14.1 Properties of Sections""; ""3.14.2 Design Tension""; ""3.14.3 Laterally Supported Beams""; ""3.14.4 I, Channel, and Cruciform Sections""""3.14.5 Other Doubly Symmetric Open Sections""; ""3.14.6 Singly Symmetric I and T Sections""; ""3.14.7 Other Singly Symmetric Open Sections""; ""3.14.8 Equal Leg Angles""; ""3.15 Design Shear""; ""3.15.1 Beam Webs""; ""3.15.2 Angles""; ""3.16 Redundant Members""; ""3.17 Welded Angles""; ""3.17.1 Compression Members""; ""3.17.2 Tension Members""; ""3.18 Test Verification""; ""4.0 DESIGN OF CONNECTIONS""; ""4.1 Introduction""; ""4.2 General Requirements""; ""4.3 Fasteners""; ""4.3.1 Materials""; ""4.3.2 Bolt Shear Capacity""; ""4.3.3 Bolt Tension Capacity""""4.3.4 Bolts Subject to Combined Shear and Tension""; ""4.4 Design Bearing Stress""; ""4.5 Minimum Distances""; ""4.5.1 End Distance""; ""4.5.2 Center-to-Center Bolt Hole Spacing""; ""4.5.3 Edge Distance""; ""4.6 Attachment Holes""; ""4.7 Post Angle Member Splices""; ""4.8 Test Verification""; ""5.0 DETAILING AND FABRICATION""; ""5.1 Detailing""; ""5.1.1 Drawings""; ""5.1.2 Approval of Shop Drawings""; ""5.1.3 Connections""; ""5.1.4 Bolt Spacing""; ""5.1.5 Detail Failures During Testing""; ""5.1.6 Material""; ""5.1.7 Weathering Steel""; ""5.1.8 Tension-Only Members""