{"id":25842,"date":"2024-10-17T00:33:00","date_gmt":"2024-10-17T00:33:00","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-10-97\/"},"modified":"2024-10-24T13:42:32","modified_gmt":"2024-10-24T13:42:32","slug":"asce-10-97","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-10-97\/","title":{"rendered":"ASCE 10 97"},"content":{"rendered":"

This updated standard, Design of Latticed Steel Transmission Structures (ASCE 10-97)N, provides requirements for the design of guyed and self-supporting latticed steel electrical transmission structures. They are applicable for hot-rolled and cold-formed steel shapes. Analysis techniques are outlined for the geometrical configurations presently in use. Procedures for the design of individual members reflect extensive experience and test data on steels with yield points up to 65 ksi. Connection design procedures allow the engineer to match connection capability to the most suitable end and edge distances for detailing. If full scale structure testing is required procedures are outlined to assist in obtaining critical information. Design procedures cover structural steel members and connections used in foundations. The commentary provides supporting background data.<\/span><\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\ncope
cope
1.3 Definitions
1.3 Definitions <\/td>\n<\/tr>\n
3<\/td>\nFOREWORD
FOREWORD <\/td>\n<\/tr>\n
5<\/td>\nACKNOWLEDGMENTS
ACKNOWLEDGMENTS <\/td>\n<\/tr>\n
14<\/td>\n2.0 Loading Geometry and Analysis
2.0 Loading Geometry and Analysis
2.1 Introduction
2.1 Introduction
2.2 Loads
2.2 Loads
2.3 Geometric Configurations
2.3 Geometric Configurations
3.2 Material
3.2 Material <\/td>\n<\/tr>\n
15<\/td>\n3.4 Slenderness Ratios
3.4 Slenderness Ratios
3.5 Properties of Sections
3.5 Properties of Sections
3.7.1 Maximum wlt Ratio
3.7.1 Maximum wlt Ratio <\/td>\n<\/tr>\n
16<\/td>\n3.7.3 Determination of Fa
3.7.3 Determination of Fa <\/td>\n<\/tr>\n
18<\/td>\n3.7.4.4 Unsupported Length with Varying Forces
3.7.4.4 Unsupported Length with Varying Forces
3.7.4.5 Joint Restraint
3.7.4.5 Joint Restraint
3.8 Compression Members: Symmetrical Lipped Angles
3.8 Compression Members: Symmetrical Lipped Angles
3.8.2 Design Compressive Stress
3.8.2 Design Compressive Stress <\/td>\n<\/tr>\n
19<\/td>\n3.8.4 Minimum Lip Depth
3.8.4 Minimum Lip Depth
Design Compressive Stress
Design Compressive Stress
Maximum wlt Ratio
Maximum wlt Ratio
Effective Widths of Elements in Compression
Effective Widths of Elements in Compression <\/td>\n<\/tr>\n
20<\/td>\n3.9.3.2 Elements with Stress Gradient
3.9.3.2 Elements with Stress Gradient
Doubly Symmetric Open Cross-sections
Doubly Symmetric Open Cross-sections <\/td>\n<\/tr>\n
21<\/td>\n3.10 Tension Members
3.10 Tension Members
Design Tensile Stress
Design Tensile Stress
3.10.2 Angle Members
3.10.2 Angle Members
3.10.3 Eccentric Connections
3.10.3 Eccentric Connections
3.10.4 Threaded Rods and Anchor Bolts
3.10.4 Threaded Rods and Anchor Bolts <\/td>\n<\/tr>\n
22<\/td>\n3.10.5 Guys
3.10.5 Guys
3.11 Stitch Bolts
3.11 Stitch Bolts
Axial Compression and Bending
Axial Compression and Bending <\/td>\n<\/tr>\n
23<\/td>\nAxial Tension and Bending
Axial Tension and Bending
Properties of Sections
Properties of Sections
3.14.2 Design Tension
3.14.2 Design Tension
Laterally Supported Beams
Laterally Supported Beams
3.14.4 1 Channel and Cruciform Sections
3.14.4 1 Channel and Cruciform Sections <\/td>\n<\/tr>\n
24<\/td>\nOther Doubly Symmetric Open Sections
Other Doubly Symmetric Open Sections
Singly Symmetric I and T Sections
Singly Symmetric I and T Sections
Other Singly Symmetric Open Sections
Other Singly Symmetric Open Sections
Equal Leg Angles
Equal Leg Angles <\/td>\n<\/tr>\n
26<\/td>\n3.15 Design Shear
3.15 Design Shear
3.15.1 Beam Webs
3.15.1 Beam Webs
3.15.2 Angles
3.15.2 Angles
3.16 Test Verification
3.16 Test Verification <\/td>\n<\/tr>\n
27<\/td>\n4.0 Design of Connections
4.0 Design of Connections
4.1 Introduction
4.1 Introduction
4.2 General Requirements
4.2 General Requirements
4.3 Fasteners
4.3 Fasteners
4.3.1 Materials
4.3.1 Materials
4.3.2 Bolt Shear Capacity
4.3.2 Bolt Shear Capacity
4.3.3 Bolt Tension Capacity
4.3.3 Bolt Tension Capacity
Bolts Subject to Combined Shear and Tension
Bolts Subject to Combined Shear and Tension
4.4 Design Bearing Stress
4.4 Design Bearing Stress
4.5 Minimum Distances
4.5 Minimum Distances
4.5.1 End Distance
4.5.1 End Distance <\/td>\n<\/tr>\n
28<\/td>\nCenter-to-Center Bolt Hole Spacing
Center-to-Center Bolt Hole Spacing
4.5.3 Edge Distance
4.5.3 Edge Distance
4.6 Attachment Holes
4.6 Attachment Holes
4.7 Test Verification
4.7 Test Verification
Detailing and Fabrication
Detailing and Fabrication
5.1 Detailing
5.1 Detailing
5.1.1 Drawings
5.1.1 Drawings
Approval of Shop Drawings
Approval of Shop Drawings <\/td>\n<\/tr>\n
29<\/td>\n5.1.3 Connections
5.1.3 Connections
5.1.4 Bolt Spacing
5.1.4 Bolt Spacing
Detail Failures During Testing
Detail Failures During Testing
5.1.6 Material
5.1.6 Material
5.1.7 Weathering Steel
5.1.7 Weathering Steel
5.1.8 Tension-Only Members
5.1.8 Tension-Only Members
Shop Check Assembly
Shop Check Assembly
5.1.10 Other Considerations
5.1.10 Other Considerations
5.2 Fabrication
5.2 Fabrication
5.2.1 Material
5.2.1 Material
5.2.2 Specifications
5.2.2 Specifications
5.2.3 Shop Operations
5.2.3 Shop Operations <\/td>\n<\/tr>\n
30<\/td>\n5.2.4 Piece Marks
5.2.4 Piece Marks
5.2.5 Welding
5.2.5 Welding
5.2.6 Galvanizing
5.2.6 Galvanizing
5.2.7 Shipping
5.2.7 Shipping
6.0 Testing
6.0 Testing
Introduction
Introduction
Foundations
Foundations
Material
Material
Fabrication
Fabrication
Strain Measurements
Strain Measurements
Assembly and Erection
Assembly and Erection <\/td>\n<\/tr>\n
31<\/td>\nTest Loads
Test Loads
Load Application
Load Application
Loading Procedure
Loading Procedure
Load Measurement
Load Measurement
Deflections
Deflections
Failures
Failures
Disposition of Prototype
Disposition of Prototype <\/td>\n<\/tr>\n
32<\/td>\nReport
Report
Structural Members and Connections Used in Foundations
Structural Members and Connections Used in Foundations
7.1 Introduction
7.1 Introduction
7.2 General Considerations
7.2 General Considerations
7.2.1 Steel Grillages
7.2.1 Steel Grillages <\/td>\n<\/tr>\n
33<\/td>\n7.2.2 Pressed Plates
7.2.2 Pressed Plates
7.2.3 Stub Angles
7.2.3 Stub Angles
7.2.4 Anchor Bolts
7.2.4 Anchor Bolts
Grout
Grout
Grout
Grout
Concrete or Grout
Concrete or Grout <\/td>\n<\/tr>\n
34<\/td>\n7.3 Deterioration Considerations
7.3 Deterioration Considerations
Design of Stub Angles and Anchor Bolts
Design of Stub Angles and Anchor Bolts
Stub Angles in Concrete
Stub Angles in Concrete
Anchor Bolts with Base Assembly in Contact with Concrete or Grout
Anchor Bolts with Base Assembly in Contact with Concrete or Grout <\/td>\n<\/tr>\n
35<\/td>\nDesign Requirements for Concrete and Reinforcing Steel
Design Requirements for Concrete and Reinforcing Steel
7.5.1 Stub Angles
7.5.1 Stub Angles
Smooth Bar Anchor Bolts
Smooth Bar Anchor Bolts
Minimum Embedment for Anchor Bolts
Minimum Embedment for Anchor Bolts
Deformed Bar Anchor Bolts
Deformed Bar Anchor Bolts <\/td>\n<\/tr>\n
36<\/td>\n7.6 Shear Connectors
7.6 Shear Connectors
Stud Shear Connectors
Stud Shear Connectors
Angle Shear Connectors
Angle Shear Connectors
7.7 Test Verification
7.7 Test Verification
8.0 Quality Assurance\/Quality Control
8.0 Quality Assurance\/Quality Control
8.1 Introduction
8.1 Introduction
8.2 Quality Assurance
8.2 Quality Assurance <\/td>\n<\/tr>\n
37<\/td>\nC2.0 Loading Geometry and Analysis
C2.0 Loading Geometry and Analysis
C2.1 Introduction
C2.1 Introduction <\/td>\n<\/tr>\n
38<\/td>\nC2.4 Methods of Analysis
C2.4 Methods of Analysis <\/td>\n<\/tr>\n
42<\/td>\nDesign of Members
Design of Members <\/td>\n<\/tr>\n
43<\/td>\nMaterial
Material
Compression Members: Angles
Compression Members: Angles <\/td>\n<\/tr>\n
48<\/td>\nTension Members
Tension Members
Axial Compression and Bending
Axial Compression and Bending
C3.14.4 I Channel and Cruciform Sections
C3.14.4 I Channel and Cruciform Sections <\/td>\n<\/tr>\n
49<\/td>\nC4.1 Introduction
C4.1 Introduction
C4.3 Fasteners
C4.3 Fasteners
C4.3.2
C4.3.2
Bolt Shear Capacity
Bolt Shear Capacity <\/td>\n<\/tr>\n
50<\/td>\nC4.3.3
C4.3.3
Bolt Tension Capacity
Bolt Tension Capacity
C4.3.4
C4.3.4
Bolts Subject to Combined Shear and Tension
Bolts Subject to Combined Shear and Tension
C4.4
C4.4
Design Bearing Stress
Design Bearing Stress
C4.5 Minimum Distances
C4.5 Minimum Distances
C4.5.1 End Distance
C4.5.1 End Distance <\/td>\n<\/tr>\n
53<\/td>\nCenter-to-Center Bolt Hole Spacing
Center-to-Center Bolt Hole Spacing
C4.5.3 Edge Distance
C4.5.3 Edge Distance
C4.6 Attachment Holes
C4.6 Attachment Holes <\/td>\n<\/tr>\n
54<\/td>\nTesting
Testing
Introduction
Introduction <\/td>\n<\/tr>\n
55<\/td>\nC6.2.3 I Embedded Portion
C6.2.3 I Embedded Portion
C6.2.3.2 Above-Ground Portion
C6.2.3.2 Above-Ground Portion
C6.2.4 Components
C6.2.4 Components
Material
Material
Fabrication
Fabrication <\/td>\n<\/tr>\n
56<\/td>\nAssembly and Erection
Assembly and Erection
C6.8
C6.8 <\/td>\n<\/tr>\n
57<\/td>\nLoad Measurement
Load Measurement
Disposition of Prototype
Disposition of Prototype <\/td>\n<\/tr>\n
58<\/td>\nQuality Assurance\/Quality Control
Quality Assurance\/Quality Control <\/td>\n<\/tr>\n
59<\/td>\nC8.2 Quality Assurance
C8.2 Quality Assurance <\/td>\n<\/tr>\n
60<\/td>\nefesences
efesences <\/td>\n<\/tr>\n
64<\/td>\nAppendix B-Examples
Appendix B-Examples <\/td>\n<\/tr>\n
65<\/td>\nEffect of End Connections on Member Capacity
Effect of End Connections on Member Capacity <\/td>\n<\/tr>\n
66<\/td>\nK-Bracing Two Angle Member
K-Bracing Two Angle Member <\/td>\n<\/tr>\n
68<\/td>\nEffect of Subdivided Panels and End Connections
Effect of Subdivided Panels and End Connections <\/td>\n<\/tr>\n
72<\/td>\nX-Brace Systems with Intermediate Redundant Support-Case
X-Brace Systems with Intermediate Redundant Support-Case <\/td>\n<\/tr>\n
73<\/td>\nCold-Formed Angle
Cold-Formed Angle <\/td>\n<\/tr>\n
74<\/td>\nColded-Formed Lipped Angle
Colded-Formed Lipped Angle <\/td>\n<\/tr>\n
75<\/td>\nM-Section as Column Member
M-Section as Column Member <\/td>\n<\/tr>\n
76<\/td>\nChannel as Column
Channel as Column <\/td>\n<\/tr>\n
77<\/td>\nT-Section as Column
T-Section as Column <\/td>\n<\/tr>\n
79<\/td>\nSchifflenzed Angle with Symmetrical Bracing
Schifflenzed Angle with Symmetrical Bracing <\/td>\n<\/tr>\n
80<\/td>\nSchifflenzed Angle with Unsymmetrical Bracing
Schifflenzed Angle with Unsymmetrical Bracing <\/td>\n<\/tr>\n
82<\/td>\nIndex
Index <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE Standard 10 Design of Latticed Steel Transmission Structures<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n1997<\/td>\n87<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":25843,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-25842","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/25842","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/25843"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=25842"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=25842"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=25842"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}