| Document Type
|
:
|
BL
|
| Record Number
|
:
|
727524
|
| Doc. No
|
:
|
b547258
|
| Main Entry
|
:
|
American Society of Civil Engineers
|
| Title & Author
|
:
|
Design of Latticed Steel Transmission Structures.\ American Society of Civil Engineers
|
| Publication Statement
|
:
|
Reston: American Society of Civil Engineers, 2014
|
| Series Statement
|
:
|
ASCE Standard.
|
| Page. NO
|
:
|
(85 pages).
|
| ISBN
|
:
|
0784470340
|
|
|
:
|
: 9780784470343
|
| Notes
|
:
|
7.2.1 Steel Grillages.
|
| Contents
|
:
|
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.
|
| Subject
|
:
|
Electric lines -- Poles and towers -- Design and construction.
|
| Subject
|
:
|
Electric lines -- Poles and towers -- Testing.
|
| Subject
|
:
|
Steel, Structural -- Testing.
|
| Added Entry
|
:
|
American Society of Civil Engineers
|