CSA S16.1 : 0
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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LIMIT STATES DESIGN OF STEEL STRUCTURES
Hardcopy , PDF
01-12-2001
English
Technical Committee on Steel Structures
Preface
1 Scope and Application
2 Definitions and Symbols
2.1 Definitions 2.2 Symbols 2.3 Units
3 Reference Publications
4 Drawings
4.1 Design Drawings
4.2 Fabrication and Erection Documents
5 Material: Standards and Identification
5.1 Standards 5.2 Identification
6 Design Requirements
6.1 General
6.2 Requirements Under Specified Loads
6.3 Requirements Under Factored Loads
6.4 Expansion and Contraction
6.5 Corrosion Protection
7 Loads and Safety Criterion
7.1 Specified Loads
7.2 Safety Criterion and Effect of Factored Loads
8 Analysis of Structure
8.1 General 8.2 Continuous Construction
8.3 Simple Construction 8.4 Elastic Analysis
8.5 Plastic Analysis 8.6 Stability Effects
9 Design Lengths of Members
9.1 Simple Span Flexural Members
9.2 Continuous Span Flexural Members
9.3 Members in Compression
9.3.1 General
9.3.2 Failure Mode Involving Bending In-plane
9.3.3 Failure Mode Involving Buckling
9.3.4 Compression Members in Trusses
10 Slenderness Ratios
10.1 General 10.2 Maximum Slenderness Ratio
11 Width-Thickness Ratios: Elements in Compression
11.1 Classification of Sections
11.2 Maximum Width-Thickness Ratios of Elements Subject
to Compression
11.3 Width and Thickness
12 Gross and Net Areas
12.1 Application 12.2 Gross Area
12.3 Effective Net Area
12.4 Pin-connected Members in Tension
13 Member and Connection Resistance
13.1 General 13.2 Axial Tension
13.3 Axial Compression 13.4 Shear
13.5 Bending - Laterally Supported Members
13.6 Bending - Laterally Unsupported Members
13.7 Lateral Bracing for Members in Structures
Analysed Plastically
13.8 Axial Compression and Bending
13.9 Axial Tension and Bending
13.10 Load Bearing
13.11 Bolts in Bearing-Type Connections
13.12 Bolts in Slip-Critical Connections
13.13 Welds 13.14 Steel Plate Shear Walls
14 Fatigue
14.1 General 14.2 Fatigue Limit State
14.3 Live Load-Induced Fatigue
14.4 Distortion-Induced Fatigue
15 Beams and Girders
15.1 Proportioning
15.2 Rotational Restraint at Points of Support
15.3 Copes
15.4 Reduced Moment Resistance of Girders with Thin
Webs
15.5 Flanges
15.6 Bearing Stiffeners
15.7 Intermediate Transverse Stiffeners
15.8 Lateral Forces
15.9 Web Crippling and Yielding
15.10 Openings 15.11 Torsion
16 Open-Web Steel Joists
16.1 Scope 16.2 General
16.3 Definitions
16.4 Materials
16.5 Drawings
16.6 Design
16.7 Stability During Construction
16.8 Bridging
16.9 Decking
16.10 Shop Painting
16.11 Manufacturing Tolerances
16.12 Inspection and Quality Control
16.13 Handling and Erection
17 Composite Beams
17.1 Application
17.2 Definitions
17.3 General
17.4 Design Effective Width of Concrete
17.5 Slab Reinforcement
17.6 Interconnection
17.7 Shear Connectors
17.8 Ties
17.9 Design of Composite Beams with Shear Connectors
17.10 Design of Composite Beams without Shear
Connectors
17.11 Unshored Beams
17.12 Beams During Construction
18 Concrete-Filled Hollow Structural Sections
18.1 Scope
18.2 Application
18.3 Axial Load on Concrete
18.4 Compressive Resistance
18.5 Bending
18.6 Axial Compression and Bending
19 General Requirements for Built-Up Members
19.1 Members in Compression
19.2 Members in Tension
19.3 Open Box-Type Beams and Grillages
20 Stability of Structures and Members
20.1 Structures
20.2 Members
21 Connections
21.1 Alignment of Members
21.2 Unrestrained Members
21.3 Restrained Members
21.4 Connections of Tension or Compression Members
21.5 Bearing Joints in Compression Members
21.6 Lamellar Tearing
21.7 Placement of Fasteners and Welds
21.8 Fillers
21.9 Welds in Combination
21.10 Fasteners and Welds in Combination
21.11 High-Strength Bolts (in Slip-Critical Joints)
and Rivets in Combination
21.12 Connections Using Bolts
21.13 Welds
21.14 Special Fasteners
22 Bolting Details
22.1 High-Strength Bolts
22.2 A307 Bolts 22.3 Effective Bearing Area
22.4 Long Grips 22.5 Minimum Pitch
22.6 Minimum Edge Distance 22.7 Maximum Edge Distance
22.8 Minimum End Distance
22.9 Slotted or Oversize Holes
23 Structural Joints Using ASTM A325M,A490M,A325 or A490 Bolts
23.1 General 23.2 Bolts, Nuts and Washers
23.3 Bolted Parts 23.4 Installation
23.5 Turn-of-Nut Tightening
23.6 Tightening by Use of a Direct Tension Indicator
23.7 Inspection
24 Welding
24.1 Arc Welding 24.2 Resistance Welding
24.3 Fabricator and Erector Qualification
25 Column Bases
25.1 Loads 25.2 Resistance 25.3 Finishing
26 Anchor Bolts
26.1 General 26.2 Bolt Resistance
27 Seismic Design Requirements
27.1 General 27.2 Ductile Moment-Resisting Frames
27.3 Moment-Resisting Frames with Nominal Ductility
27.4 Ductile Concentrically Braced Frames
27.5 Concentrically Braced Frames with Nominal
Ductility
27.6 Ductile Eccentrically Braced Frames
27.7 Special Framing Systems
28 Fabrication
28.1 General 28.2 Straightness of Material
28.3 Gas Cutting 28.4 Sheared or Gas-Cut Edge Finish
28.5 Holes for bolts or Other Mechanical Fasteners
28.6 Bolted Construction 28.7 Welded Construction
28.8 Finishing of Bearing Surfaces 28.9 Tolerances
29 Cleaning, Surface Preparation and Priming
29.1 General Requirements
29.2 Requirements for Special Surfaces
29.3 Surface Preparation 29.4 Primer
29.5 One-Coat Paint
30 Erection
30.1 General
30.2 Temporary Loads
30.3 Adequacy of Temporary Connections
30.4 Alignment
30.5 Surface Preparation for Field Welding
30.6 Field Painting
30.7 Erection Tolerances
31 Inspection
31.1 General 31.2 Cooperation 31.3 Rejection
31.4 Inspection of High-Strength Bolted Joints
31.5 Third-Party Welding Inspection
31.6 Identification of Steel by Marking
Appendices
A Standard Practice for Structural Steel
B Effective Lengths of Columns
C Criteria for Estimating Effective Column Lengths
in Continuous Frames
D Torsional-Flexural Buckling of Compression Members
E Margins of Safety
F Columns Subject to Biaxial Bending
G Guide for Floor Vibrations
H Wind Sway Vibrations
I Recommended Maximum Values for Deflections for
Specified Design Live and Wind Loads
J Guide to Calculation of Stability Effects
K Fatigue
L Deflections of Composite Beams Due to Concrete Shrinkage
M Design Requirements for Steel Plate Shear Walls
Refers to steel structures gives requirements for design, fabrication and erection, where the design is based on the limit states design theory. The term "steel structures" refers to structural members and frames consisting primarily of structural steel components, which include the detail parts, bolts, welds, or other fasteners that are needed in fabrication and erection. It also refers to structural steel components framed in other materials.
DevelopmentNote |
Supersedes and renumbers CSA CAN3 S16.1 (07/2004) Supersedes CSA S16.1.1 (02/2008)
|
DocumentType |
Standard
|
Pages |
155
|
PublisherName |
Canadian Standards Association
|
Status |
Superseded
|
SupersededBy | |
Supersedes |
CSA B311 : 2002 : R2012 | SAFETY CODE FOR MANLIFTS |
CSA Z185 : 1987 : R2011 | SAFETY CODE FOR PERSONNEL HOISTS |
CSA B311 : 2002 | SAFETY CODE FOR MANLIFTS |
ASME A17.1 : 2016 | SAFETY CODE FOR ELEVATORS AND ESCALATORS - INCLUDES REQUIREMENTS FOR ELEVATORS, ESCALATORS, DUMBWAITERS, MOVING WALKS, MATERIAL LIFTS, AND DUMBWAITERS WITH AUTOMATIC TRANSFER DEVICES |
CSA S157 : 2005 | STRENGTH DESIGN IN ALUMINUM |
CSA S136-12 PACKAGE : 2012 | CONSISTS OF S136-12 - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS AND S136.1-12 - COMMENTARY ON NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS |
CSA N285.3 : 0 | REQUIREMENTS FOR CONTAINMENT SYSTEMS COMPONENTS IN CANDU NUCLEAR POWER PLANTS |
CSA Z185 : 1987 : R2016 | SAFETY CODE FOR PERSONNEL HOISTS |
CSA Z267 : 2000 | SAFETY CODE FOR AMUSEMENT RIDES AND DEVICES |
CAN/CSA-B311-02 (R2018) | Safety Code for Manlifts |
CSA Z256 : 1987 : R2006 | SAFETY CODE FOR MATERIAL HOISTS |
CSA Z185 : 1987 : R2006 | SAFETY CODE FOR PERSONNEL HOISTS |
ASME A17.1-2016/CSA B44-16 | Safety code for elevators and escalators (Bi-national standard, with ASME A17.1) |
CSA Z256 : 1987 : R2016 | SAFETY CODE FOR MATERIAL HOISTS |
CSA B311 : 2002 : INC : UPD 1 : 2003 : R2012 | SAFETY CODE FOR MANLIFTS |
CSA Z185 : 1987 | SAFETY CODE FOR PERSONNEL HOISTS |
ASTM A 521 : 2003 | Standard Specification for Steel, Closed-Impression Die Forgings for General Industrial Use |
CSA S304 : 2014 | DESIGN OF MASONRY STRUCTURES |
CSA W48.4 : 0 | SOLID MILD STEEL FILLER METALS FOR GAS SHIELDED ARC WELDING (RP: 08/84) |
CGSB 16.6 : M89 AMD 1 1989 | PRINCIPAL USES AND TERMINOLOGY FOR ASPHALT MATERIALS FOR ROAD PURPOSES |
CSA B95 : 62(R2002) | SURFACE TEXTURE (ROUGHNESS, WAVINESS, AND LAY) |
CSA W48.6 : 0 | FLUXES AND CARBON STEEL ELECTRODES FOR SUBMERGED ARC WELDING |
CGSB-1.40 : 1997 | ANTICORROSIVE STRUCTURAL STEEL ALKYD PRIMER |
CSA W48.3 : 0 | LOW-ALLOY STEEL COVERED ELECTRODES FOR SHIELDED METAL ARC WELDING |
CSA S37 : 2013 | ANTENNAS, TOWERS, AND ANTENNA-SUPPORTING STRUCTURES |
ASTM A 27/A27M : 2017 : REDLINE | Standard Specification for Steel Castings, Carbon, for General Application |
ASTM A 148/A148M : 2015-09 | SPECIFICATION FOR STEEL CASTINGS, HIGH STRENGTH, FOR STRUCTURAL PURPOSES |
CSA W48.5 : M90(R1996) | CARBON STEEL ELECTRODES FOR FLUX AND METAL-CORED ARC WELDING |
CSA G164 : 1992 | HOT DIP GALVANIZING OF IRREGULARLY SHAPED ARTICLES |
CGSB 1 140 : M89 | OIL-ALKYD TYPE RED LEAD, IRON OXIDE PRIMER |
CSA W48.1 : 0 | CARBON STEEL COVERED ELECTRODES FOR SHIELDED METAL ARE |
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