عنوان

Design of Latticed Steel Transmission Structures.

(Number (ISBN

0784470340

(Number (ISBN

9780784470343

Number

b547258

Title Proper

Design of Latticed Steel Transmission Structures.

General Material Designation

[Book]

First Statement of Responsibility

American Society of Civil Engineers

Place of Publication, Distribution, etc.

Reston

Name of Publisher, Distributor, etc.

American Society of Civil Engineers

Date of Publication, Distribution, etc.

2014

Specific Material Designation and Extent of Item

(85 pages).

Series Title

ASCE Standard.

Text of Note

7.2.1 Steel Grillages.

Text of Note

STANDARDS; FOREWORD; ACKNOWLEDGMENTS; 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 Stress; 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 wit Ratio3.8.2 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 Connections3.10.4 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 Test Verification; 4.0 Design of Connections; 4.1 Introduction. 4.2 General Requirements4.3 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 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. 5.1.9 Shop Check Assembly5.1.10 Other Considerations; 5.2 Fabrication; 5.2.1 Material; 5.2.2 Specifications; 5.2.3 Shop Operations; 5.2.4 Piece Marks; 5.2.5 Welding; 5.2.6 Galvanizing; 5.2.7 Shipping; 6.0 Testing; 6.1 Introduction; 6.2 Foundations; 6.3 Material; 6.4 Fabrication; 6.5 Strain Measurements; 6.6 Assembly and Erection; 6.7 Test Loads; 6.8 Load Application; 6.9 Loading Procedure; 6.10 Load Measurement; 6.11 Deflections; 6.12 Failures; 6.13 Disposition of Prototype; 6.14 Report; 7.0 Structural Members and Connections Used in Foundations; 7.1 Introduction; 7.2 General Considerations.

Electric lines -- Poles and towers -- Design and construction.

Electric lines -- Poles and towers -- Testing.

Steel, Structural -- Testing.

American Society of Civil Engineers

American Society of Civil Engineers

Electronic name

[Book]

Y