• There are no items in your cart

AISC 346 : 2000

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by
superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

SPECIFICATION FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS
Superseded date

03-09-2005

Published date

01-12-2013

SYMBOLS
LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STEEL
HOLLOW STRUCTURAL SECTIONS
1. GENERAL PROVISIONS
    1.1 Scope
    1.2 Material
        1. Structural Steel
        2. Design Wall Thickness
    1.3 Loads and Load Combinations
2. DESIGN REQUIREMENTS
    2.1 Effective Area of Tension Members
    2.2 Local Buckling
        1. Classification of Steel Sections
        2. Design by Plastic Analysis
        3. Design in Seismic Applications
    2.3 Limiting Slenderness Ratios
3. TENSION MEMBERS
    3.1 Design Tensile Strength
4. COLUMNS AND OTHER COMPRESSION MEMBERS
    4.1 Effective Length and Slenderness Limitations
        1. Effective Length
        2. Design by Plastic Analysis
    4.2 Design Compressive Strength
5. BEAMS AND OTHER FLEXURAL MEMBERS
    5.1 Design Flexural Strength
    5.2 Design Shear Strength
    5.3 Design by Plastic Analysis
    5.4 Design in Seismic Applications
6. TORSION MEMBERS
    6.1 Design Torsional Strength
7. MEMBERS UNDER COMBINED FORCES
    7.1 Design for Combined Flexure and Axial Force
    7.2 Design for Combined Torsion, Shear, Flexure, and/or Axial Force
8. CONCENTRATED FORCES ON HSS
    8.1 Concentrated Force Distributed Transversely
    8.2 Concentrated Force Distributed Longitudinally at the Center
        of the HSS Face
    8.3 Concentrated Axial Force on the End of a Rectangular HSS
        with a Cap Plate
9. CONNECTIONS AND FASTENERS
    9.1 General Provisions for Connections and Fasteners
        1. Through Bolts
        2. Special Connectors
        3. Tension Connectors
    9.2 Welds
    9.3 Other Connection Requirements
        1. Shear Rupture Strength
        2. Tension Rupture Strength
        3. Punching Shear Rupture Strength
        4. Eccentric Connections
    9.4 HSS-to-HSS Truss Connections
        1. Definitions of Parameters
        2. Criteria for Round HSS
        3. Criteria for Rectangular HSS
10. GENERAL REQUIREMENTS FOR HSS FABRICATION
COMMENTARY
1. GENERAL PROVISIONS
    1.1 Scope
    1.2 Material
    1.3 Loads and Load Combinations
2. DESIGN REQUIREMENTS
    2.1 Effective Area of Tension Members
    2.2 Local Buckling
3. TENSION MEMBERS
    3.1 Design Tensile Strength
4. COLUMNS AND OTHER COMPRESSION MEMBERS
    4.1 Effective Length and Slenderness Limitations
    4.2 Design Compressive Strength
5. BEAMS AND OTHER FLEXURAL MEMBERS
    5.1 Design Flexural Strength
    5.2 Design Shear Strength
6. TORSION MEMBERS
    6.1 Design Torsional Strength
7. MEMBERS UNDER COMBINED FORCES
    7.1 Design for Combined Flexure and Axial Force
    7.2 Design for Combined Torsion, Shear, Flexure, and/or Axial Force
8. CONCENTRATED FORCES ON HSS
9. CONNECTIONS AND FASTENERS
    9.1 General Provisions
    9.2 Welds
    9.3 Other Connection Requirements
    9.4 HSS-to-HSS Truss Connections
10. GENERAL REQUIREMENTS FOR HSS FABRICATION
REFERENCES

Intended for the design of round and rectangular hollow structural sections (HSS) that are used as structural members in buildings and for the design of connections to HSS.

Committee
TC 13
DocumentType
Standard
PublisherName
American Institute of Steel Construction
Status
Superseded
SupersededBy

11/30249851 DC : 0 BS ISO 14346 - WELDING - STATIC DESIGN PROCEDURE FOR HOLLOW SECTION JOINTS
NASA KSC STD Z 0004 : 2002 STRUCTURAL DESIGN, STANDARD FOR

View more information
Sorry this product is not available in your region.

Access your standards online with a subscription

Features

  • Simple online access to standards, technical information and regulations.

  • Critical updates of standards and customisable alerts and notifications.

  • Multi-user online standards collection: secure, flexible and cost effective.