• Shopping Cart
    There are no items in your cart

CSA S16.1 : 0

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

LIMIT STATES DESIGN OF STEEL STRUCTURES

Available format(s)

Hardcopy , PDF

Superseded date

01-12-2001

Superseded by

CSA S16 : 2014

Language(s)

English

€85.25
Excluding VAT

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

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.