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[null,"1.","Record Nr.",null,"UNINA9910460364703321"]
[null,null,"Titolo",null,"Design of latticed steel transmission structures / / American Society of Civil Engineers"]
[null,null,"Pubbl/distr/stampa",null,"Reston, Virginia : , : American Society of Civil Engineers, , 2015"]
[{"$nulls":4},"©2015"]
[null,null,"ISBN",null,"0-7844-7870-8"]
[null,null,"Descrizione fisica",null,"1 online resource (90 p.)"]
[null,null,"Collana",null,"ASCE Standards"]
[null,null,"Disciplina",null,"621.319/22"]
[null,null,"Soggetti",null,"Electric lines - Poles and towers - Design and construction - Standards"]
[{"$nulls":4},"Steel framing (Building) - Standards"]
[{"$nulls":4},"Steel, Structural"]
[{"$nulls":4},"Lattice theory"]
[{"$nulls":4},"Electronic books."]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","\"This document uses both the International System of Units (SI) and customary units.\""]
[{"$nulls":4},"\"ASCE/SEI 10-15.\""]
[null,null,null,"Nota di bibliografia","Includes bibliographical references and index."]
[null,null,"Nota di contenuto",null,"\"\"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\"\""]
[{"$nulls":4},"\"\"3.7.2 Design Compressive Stress\"\"\"\"3.7.3 Determination of F[sub(a)]\"\"; \"\"3.7.4 Effective Lengths\"\"; \"\"3.8 Compression Members: Symmetrical Lipped Angles\"\"; \"\"3.8.1 Maximum w/t Ratio\"\"; \"\"3.8.2 Design Compressive Stress\"\"; \"\"3.8.3 Equivalent Radius of Gyration\"\"; \"\"3.8.4 Minimum Lip Depth\"\"; \"\"3.9 Compression Members Not Covered in Sections 3.7 and 3.8\"\"; \"\"3.9.1 Design Compressive Stress\"\"; \"\"3.9.2 Maximum w/t Ratio\"\"; \"\"3.9.3 Effective Widths of Elements in Compression\"\"; \"\"3.9.4 Doubly Symmetric Open Cross Sections\"\"; \"\"3.9.5 Singly Symmetric Open Cross Sections\"\""]
[{"$nulls":4},"\"\"3.9.6 Point-Symmetric Open Cross Sections\"\"\"\"3.9.7 Closed Cross "]
[{"$nulls":4},"Sections\"\"; \"\"3.9.8 Nonsymmetric Cross Sections\"\"; \"\"3.9.9 Lips\"\"; \"\"3.9.10 Eccentric Connections\"\"; \"\"3.10 Tension Members\"\"; \"\"3.10.1 Design Tensile Stress\"\"; \"\"3.10.2 Angle Members\"\"; \"\"3.10.3 Eccentric Connections\"\"; \"\"3.10.4 Threaded Rods and Anchor Bolts\"\"; \"\"3.10.5 Guys\"\"; \"\"3.11 Stitch Bolts\"\"; \"\"3.12 Axial Compression and Bending\"\"; \"\"3.13 Axial Tension and Bending\"\"; \"\"3.14 Beams\"\"; \"\"3.14.1 Properties of Sections\"\"; \"\"3.14.2 Design Tension\"\"; \"\"3.14.3 Laterally Supported Beams\"\""]
[{"$nulls":4},"\"\"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\"\""]
[{"$nulls":4},"\"\"4.3.3 Bolt Tension Capacity\"\"\"\"4.3.4 Bolts Subject to Combined Shear and Tension\"\"; \"\"4.4 Design Bearing Stress\"\"; \"\"4.5 Minimum Distances\"\"; \"\"4.5.1 End Distance\"\"; \"\"4.5.2 Center-to-Center Bolt Hole Spacing\"\"; \"\"4.5.3 Edge Distance\"\"; \"\"4.6 Attachment Holes\"\"; \"\"4.7 Post Angle Member Splices\"\"; \"\"4.8 Test Verification\"\"; \"\"5.0 DETAILING AND FABRICATION\"\"; \"\"5.1 Detailing\"\"; \"\"5.1.1 Drawings\"\"; \"\"5.1.2 Approval of Shop Drawings\"\"; \"\"5.1.3 Connections\"\"; \"\"5.1.4 Bolt Spacing\"\"; \"\"5.1.5 Detail Failures During Testing\"\"; \"\"5.1.6 Material\"\"; \"\"5.1.7 Weathering Steel\"\""]
[{"$nulls":4},"\"\"5.1.8 Tension-Only Members\"\""]