• S850-12 (R2017)

    Current The latest, up-to-date edition.

    Design and assessment of buildings subjected to blast loads

    Available format(s):  Hardcopy, PDF

    Language(s):  English, French

    Published date:  01-01-2012

    Publisher:  Canadian Standards Association

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    Table of Contents - (Show below) - (Hide below)

    Preface
    1 Scope
    2 Reference publications
    3 Definitions and abbreviations
    4 Performance criteria
    5 Types of explosions
    6 Effects of explosion
    7 Material properties under high strain rates
    8 Structural analysis
    9 Structural design
    10 Structural integrity and mitigation of disproportionate
       collapse
    11 Building envelope design
    12 Assessment and mitigation
    13 Test methods
    Annex A (informative) - Additional information and
            alternative procedures
    Annex B (informative) - Test methods

    Abstract - (Show below) - (Hide below)

    Overview ? The concern of potential blast threats towards buildings has highlighted a need to improve preparedness and prevention to ensure that building threats do not lead to disasters. CSA S850 standardizes the design and assessment of buildings subjected to blast loads, helping achieve appropriate levels of building safety. While the main objective is to reduce human casualties and damage to assets due to an air blast, the uniform approach provided by S850 can also lead to more cost-effective design and assessment of buildings against blast loads.

    Scope - (Show below) - (Hide below)

    Preface This is the first edition of CSA S850, Design and assessment of buildings subjected to blast loads. Scope 1.1 General This Standard provides criteria for the analysis and design of new buildings and assessment of existing buildings to resist blast loading. Notes - 1) The main objective of this Standard is to reduce human casualties and damage to assets due to an air blast. 2) It should be recognized that the extent and severity of an explosion cannot be predicted with certainty. 3) The performance of the building and the safety of the occupants are functions of the selected level of protection and the design basis threat (DBT) 4) Users should ensure they are familiar with applicable legislation. Where this Standard conflicts with applicable legislation, it is assumed that the legislation applies. For additional information on regulatory compliance, see Clause A.1. 1.2 Materials considered This Standard provides design criteria for concrete, fibre-reinforced polymer (FRP), masonry, steel, and wood. This does not preclude the use of other materials (see Clause 9.1). Note - FRP design provisions apply to retrofit only. 1.3 Items not addressed 1.3.1 This Standard does not address risk assessment or apply to biological, chemical, cratering, electromagnetic pulse (EMP), ground shock, fragmentation loads, induced fire, penetration, perimeter security, radiation, or thermal effects of explosions. Note - Although other effects of explosion such as fragmentation loads are important considerations, special design requirements have not been provided in this Standard. 1.3.2 This Standard does not define a design basis threat (DBT). DBT is building and project specific and it should be specified by the building Owner and/or the authority having jurisdiction. 1.4 Terminology In CSA Standards, \"shall\" is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the standard; \"should\" is used to express a recommendation or that which is advised but not required; and \"may\" is used to express an option or that which is permissible within the limits of the standard. Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material. Notes to tables and figures are considered part of the table or figure and may be written as requirements. Annexes are designated normative (mandatory) or informative (non-mandatory) to define their application. 1.5 Units of measurement Equations appearing in this Standard are compatible with the following units: a) area: mm2 (square millimetres); b) force: N (newtons); c) length: mm (millimetres); d) mass: kg; e) moment: N*mm (newton millimetres); and f) stress: MPa (megapascals).

    General Product Information - (Show below) - (Hide below)

    Development Note French Edition issued on 01/12/2012. (04/2013)
    Document Type Standard
    Product Note Reconfirmed EN
    Publisher Canadian Standards Association
    Status Current
    Supersedes

    Standards Referencing This Book - (Show below) - (Hide below)

    CSA A370 : 2014 CONNECTORS FOR MASONRY
    ASCE/SEI 59 11 : 2011 BLAST PROTECTION OF BUILDINGS
    CSA S304.1 : 2004 DESIGN OF MASONRY STRUCTURES
    ISO 16933:2007 Glass in building — Explosion-resistant security glazing — Test and classification for arena air-blast loading
    CSA O86 : 2014 ENGINEERING DESIGN IN WOOD
    ASCE 41 06 : 2007 SEISMIC REHABILITATION OF EXISTING BUILDINGS
    BS EN 13123-2:2004 Windows, doors, and shutters. Explosion resistance. Requirements and classification Range test
    CSA S16 : 2014 DESIGN OF STEEL STRUCTURES
    CGSB 12.20 : M89 STRUCTURAL DESIGN OF GLASS FOR BUILDINGS
    ASTM E 1300 : 2016 : REDLINE Standard Practice for Determining Load Resistance of Glass in Buildings
    A23.3-14 Design of concrete structures
    CSA A23.4 : 2016 PRECAST CONCRETE - MATERIALS AND CONSTRUCTION
    CSA A82:14 (R2018) Fired masonry brick made from clay or shale
    CSA G40.20 G40.21 : 2013 GENERAL REQUIREMENTS FOR ROLLED OR WELDED STRUCTURAL QUALITY STEEL/STRUCTURAL QUALITY STEEL
    CSA A23.1 A23.2 : 2014 CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION/TEST METHODS AND STANDARD PRACTICES FOR CONCRETE
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