<![CDATA[Civil Engineering Association

<![CDATA[Civil Engineering Association - CSA]]> https://forum.civilea.com/ Wed, 27 May 2026 14:18:30 +0000 MyBB <![CDATA[CSA S347: Method of test for evaluation of truss plates used in lumber joints]]> https://forum.civilea.com/showthread.php?tid=58388 Tue, 24 Sep 2024 10:43:06 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58388 CSA S347:14 (R2023) Method of test for evaluation of truss plates used in lumber joints

This is the fourth edition of CSA S347, Method of test for evaluation of truss plates used in lumber joints. It supersedes previous editions published in 1980, 1976, and 1999.

The major changes in this addition include the following:

a) change from basic relative density to oven-dry relative density;
b) introduction of test requirements for machine stress rated lumber, machine evaluated lumber and structural composite lumber;
c) introduction of additional tests for roller press embedment of truss plates; and
d) updating of calculations and reporting to suit changes in truss plate analysis requirements in CSA O86.

The plate and teeth resistance and the teeth lateral slip resistance, determined in accordance with this Standard, provide the basis for the truss plate connection design and design values set forth in CSA O86, Engineering design in wood.
This Standard was prepared by the Technical Committee on Engineering Design in Wood under the jurisdiction of the Strategic Steering Committee on Buildings and Civil Infrastructure and was formally approved by the Technical Committee.
This Standard has been developed in compliance with Standards Council of Canada requirements for National Standards of Canada. It has been published as a National Standard of Canada by CSA Group.

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]]> <![CDATA[CSA G189: Sprayed Metal Coatings for Atmospheric Corrosion Protection]]> https://forum.civilea.com/showthread.php?tid=58250 Tue, 07 May 2024 12:35:41 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58250 CSA G189-1966 (R2003) Sprayed Metal Coatings for Atmospheric Corrosion Protection

| Size: 6.9 MB| Format: PDF| Quality: Scanner| Year: 1966 (R2003)

This is the first edition of CSA Standard G189 covering the requirements for sprayed aluminum and zinc coatings and the methods of testing for compliance.

Sprayed metal coatings are applied by projecting molten material in the form of a dispersed spray onto the surface to be coated and it is essential that the purchaser state the coating metal required and its nominal thickness.

The design of the article is most important in achieving maximum protection by metal spraying against corrosion (see Appendix C).

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| Size: 6.9 MB| Format: PDF| Quality: Scanner| Year: 1966 (R2003)

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]]> <![CDATA[CSA W186: Welding of reinforcing bars in reinforced concrete construction]]> https://forum.civilea.com/showthread.php?tid=58249 Tue, 07 May 2024 12:33:05 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58249 CSA W186:21 Welding of reinforcing bars in reinforced concrete construction

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]]> <![CDATA[CAN/CSA-G40.23: Steel - Surface Finish of Hot-Rolled Plates and Wide Flats - Delivery]]> https://forum.civilea.com/showthread.php?tid=58248 Tue, 07 May 2024 12:27:47 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58248 CAN/CSA-G40.23-94 (R2005) Steel - Surface Finish of Hot-Rolled Plates and Wide Flats - Delivery Requirements (Adopted ISO 7788:1985)

| Size: 5.98 MB| Format: PDF| Quality: Scanner| Year: 1994 (R2005)

This is the first edition of CSA Standard CAN/CSA-G40.23, Steel-Surface finish of hot-rolled plates and wide flats-Delivery requirements. It is an adoption of the identically titled first edition of IS0 (International Organization for Standardization) Standard 7788-1985.

The Canadian adoption of this Standard was prepared by the Technical Committee on Structural Steel and was formally approved by this Committee and the Standards Steering Committee on Metals and Metal Products. It has been approved as a National Standard of Canada by the Standards Council of Canada.

Scope and Field of Application

This CSA Standard specifies delivery requirements which apply to the surface finish of hot-rolled plates and wide flats rolled on reversing mills, with nominal thicknesses equal to or less than 150 mm.

For plates with a thickness greater than 150 mm and for special applications for which a different surface condition is required, special agreements shall be made at the time of enquiry and order.

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| Size: 5.98 MB| Format: PDF| Quality: Scanner| Year: 1994 (R2005)

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]]> <![CDATA[CSA ISO 14341: Welding consumables — Wire electrodes and weld deposits for gas shield]]> https://forum.civilea.com/showthread.php?tid=58247 Tue, 07 May 2024 12:25:04 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58247 CSA ISO 14341:21 Welding consumables — Wire electrodes and weld deposits for gas shielded metal arc welding of non alloy and fine grain steels — Classification (Adopted ISO 14341:2020, third edition, 2020-08)

This is the third edition of CSA ISO 14341, Welding consumables — Wire electrodes and weld deposits for gas shielded metal arc welding of non alloy and fine grain steels — Classification, which is an adoption without modification of the identically titled ISO (International Organization for Standardization) Standard 14341 (third edition, 2020-08). It supersedes the previous edition, published in 2011 as CAN/CSA-ISO 14341 (adopted ISO 14341:2010).

For brevity, this Standard will be referred to as CSA ISO 14341 throughout.

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]]> <![CDATA[CSA W55.3: Certification of companies for resistance welding of steel and aluminum]]> https://forum.civilea.com/showthread.php?tid=58246 Tue, 07 May 2024 12:22:10 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58246 CSA W55.3:08 (R2023) Certification of companies for resistance welding of steel and aluminum

This is the second edition of CSA W55.3, Certification of companies for resistance welding of steel and aluminum. It supersedes the first edition, published in 1965 under the title Resistance Welding Qualification Code for Fabricators of Structural Members Used in Buildings.

This edition includes the following changes:

(a) broadening of the scope to include both steel and aluminum, as well as non-structural applications;

(b) alignment with CSA W47.1, including introduction of three divisions of certification; and

© editing of the terminology to bring this Standard in line with other CSA Standards and with the terms and definitions of the American Welding Society.

This Standard stipulates the minimum requirements that a company must meet and adhere to in order to obtain and maintain certification in the area of resistance welding. Certification is granted by the Canadian Welding Bureau, the administrative body of this Standard. Certification indicates that, consistent with the requirements of the division in which the company is certified, the company has the organization, personnel, welding procedures, equipment, and process control system required to produce satisfactory welds and welded assemblies using resistance welding processes.

This Standard was prepared by the Technical Committee on Certification of Companies for the Welding of Steel and Aluminum, under the jurisdiction of the Strategic Steering Committee on Welding and Structural Metals, and has been formally approved by the Technical Committee.

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]]> <![CDATA[CSA S448.1: Repair of reinforced concrete in buildings and parking structures]]> https://forum.civilea.com/showthread.php?tid=58244 Tue, 07 May 2024 09:13:05 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58244 CSA S448.1:10 (R2020) Repair of reinforced concrete in buildings and parking structures

This is the second edition of CSA S448.1, Repair of reinforced concrete in buildings and parking structures. It replaces the previous edition, published in 1993.

This Standard specifies minimum requirements for the investigation, design, and execution of repair work needed to restore reinforced concrete structural components of buildings to a safe and serviceable state. It provides a framework for the design of repair projects and covers repair techniques and materials in a general way; engineers are responsible for selecting appropriate procedures and materials to obtain the desired performance.

This Standard covers the repair of regular (i.e., not pre-stressed or post-tensioned) reinforced concrete structural elements in buildings and parking structures. This Standard addresses the need to ensure the structural integrity and safety of a building during the repair period and the need for the engineer to establish follow-up maintenance and monitoring programs for implementation by the building owner.

This Standard reflects the current state of knowledge regarding concrete repair technology. It recognizes that, in the design of a repair project, the engineer works closely with the owner to determine the owner’s requirements for service life following repair and his or her commitment to regular maintenance of the structure.

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]]> <![CDATA[CSA S832: Seismic risk reduction of operational and functional components (OFCs) of b]]> https://forum.civilea.com/showthread.php?tid=58243 Tue, 07 May 2024 09:07:27 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58243 CSA S832:14 (R2019) Seismic risk reduction of operational and functional components (OFCs) of buildings

Earthquakes pose a serious threat to safety and have rendered many buildings unusable due to extensive damage to their operational and functional components (OFCs). In fact, the main cause of casualties and property damage in the event of an earthquake is often the failure of these OFCs. In many cases, the losses associated with damage to these components are considerably greater than damage to the structural system.

The third edition of CSA S832, Seismic risk reduction of operational and functional components (OFCs) of buildings, helps reduce seismic risk of OFCs and improve the post-earthquake functionality of buildings. This new edition supersedes the previous editions published in 2006 and 2001.

This new edition is intended to be used in better harmonization with the 2015 National Building Code of Canada.

Key Changes in the New Edition:

Greater clarity with new content organization, revised definitions and sample calculations, updated symbols, flow charts and references and new definitions for OFC performance objectives
New annexes on methods and criteria to determine the seismic adequacy of OFCs in terms of drift-related effects and seismic force calculations
New guidelines on water systems and piping, information technology systems, industrial risk-generating buildings, and heritage buildings
New and updated clauses cover:

New procedures for OFCs in new buildings;
Determination of seismic risk index and suggested mitigation priority thresholds
The design of seismic restraints and explanatory notes on restraint of OFCs equipped with vibration isolation systems

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]]> <![CDATA[CSA S852: Blast-resistant window anchor systems]]> https://forum.civilea.com/showthread.php?tid=58242 Tue, 07 May 2024 09:05:20 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58242 CSA S852:18 (R2023) Blast-resistant window anchor systems

This is the first edition of CSA S852, Blast-resistant window anchor systems.

This Standard is intended for use in the design and assessment of anchor systems for windows that have been designed to resist defined blast threats. This Standard applies to both new and existing buildings.

While building security (which includes window security), within the context of building protection against blast threats, is beyond the scope of this Standard, it is an essential aspect to evaluating or modifying the design threat and thus must be well understood by the designer.

Although not specifically identified, users should be aware that the authority having jurisdiction might have additional approval requirements, which are outside of the scope of this Standard. See Clause A.1 for additional information on regulatory compliance.

The development of this Standard was supported by the Canadian Safety and Security Program (CSSP- 2014-CP-2011).

This Standard was prepared by the Subcommittee on Blast-Resistant Window Anchor Systems, under the direction of the Technical Committee on Blast-Resistant Buildings, and under the jurisdiction of the Strategic Steering Committee on Construction and Civil Infrastructure, and has been formally approved by the Technical Committee.

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]]> <![CDATA[CSA S851: Post-blast safety evaluation of buildings]]> https://forum.civilea.com/showthread.php?tid=58241 Tue, 07 May 2024 09:03:16 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58241 CSA S851-12 Post-blast safety evaluation of buildings

A large size blast event in a city environment can affect a number of buildings. This new standard will help emergency management personnel improve preparedness for blast events and provide guidelines to evaluate these buildings for their safety and serviceability before they can be reoccupied. CSA S851 applies to blast incidents and provides emergency response authorities information to assist in developing suitable standard operating procedures incorporating criteria for post-blast safety inspection and assessment.
This Guideline specifies procedures for the assessment of the safety of the structural and architectural components of a building affected by a blast event.1.2This Guideline does not contain procedures for assessing all post-blast hazards or pre-existing risks, but they should be considered.1.3The principles and criteria of post-blast assessment may be incorporated into existing emergency response protocols.1.4In this Guideline, should is used to express a recommendation or that which is advised but not required; may is used to express an option or that which is permissible within the limits of the Guideline; and can is used to express possibility or capability.

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]]> <![CDATA[CSA S808: Specification for fibre-reinforced polymer (FRP) materials for externally r]]> https://forum.civilea.com/showthread.php?tid=58240 Tue, 07 May 2024 08:59:37 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58240 CSA S808:14 (R2019) Specification for fibre-reinforced polymer (FRP) materials for externally reinforcing structures

This is the first edition of CSA S808, Specification for fibre-reinforced polymer (FRP) materials for externally reinforcing structures.

CSA acknowledges that the development of this Standard was made possible, in part, by the financial support of the following: ISIS Canada Network Association, Public Works and Government Services Canada, Pultrall Inc., Freyssinet Canada Ltd., BASF Canada Inc., and Sika Canada Inc.

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]]> CSA S808:14 (R2019) Specification for fibre-reinforced polymer (FRP) materials for externally reinforcing structures

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]]> <![CDATA[CSA S413: Parking structures]]> https://forum.civilea.com/showthread.php?tid=58239 Tue, 07 May 2024 08:55:58 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58239 CSA S413:21 Parking structures

This is the fifth edition of CSA S413, Parking structures. It supersedes the previous editions published in 2014, 2007, 1994, and 1987.

This Standard differs from the previous edition as follows:

a) added clarification in Scope regarding considerations for structures or portions of structures which are designed for the storage and/or repair of vehicles;

b) requirements for fibre-reinforced polymer reinforcement have been added;

c) updates to requirements for surface preparation, installation, testing, and performance of protection systems;

d) updated requirements for placement and design of expansion joints near columns, spandrels, walls, and other vertical elements;

e) revisions to clarify concrete types for perimeter basement walls;

f) revision to requirements and suggested details for parking structure drains;

g) added requirements for cast-in services placed in proximity to parking structure drains;

h) revision to requirements for core testing;

i) added requirements for protection of reinforcement at precast joint ends and expansion joints;

j) clarification for water supply for periodic washdowns;

k) clarifications for concrete requirements to harmonize with CSA A23.1;

l) added requirements for crack treatment;

m) added requirements for footing protection from chloride contamination;

n) revisions to requirements for concrete moisture testing and calcium chloride testing;

o) added requirement for consideration of alternate access/egress pathways in parking structures in cases of repair;

p) revisions to requirements for tooled or soft cut joints;

q) recommended minimum work procedures have been moved from Annex D into the main body of the Standard;

r) Annexes A, D, and H have been revised; and

s) all references, including those for the annexes, have been updated where applicable.

This Standard has been adopted by the Canadian Commission on Building and Fire Codes as the reference standard for parking structures in Section 4 of the National Building Code of Canada.

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]]> CSA S413:21 Parking structures

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]]> <![CDATA[CSA S408: Guidelines for the development of limit states design standards]]> https://forum.civilea.com/showthread.php?tid=58238 Tue, 07 May 2024 08:51:58 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58238 CSA S408-11 - Guidelines for the development of limit states design standards

This is the second edition of CSA S408, Guidelines for the development of limit states design standards. It supersedes the first edition, published in 1981 under the title Guidelines for the Development of Limit States Design.
Scope
1.1These Guidelines provide recommendations for the development of codes and standards used for the design and evaluation of civil engineering structures such as buildings, industrial structures, bridges, earth and water-retaining structures, towers, chimneys, and poles. These recommendations are intended to ensure the adequate and consistent provision of safety and serviceability, regardless of the type of material, construction, or use of the structure.1.2In these Guidelines, should is used to express a recommendation or that which is advised but not required; may is used to express an option or that which is permissible within the limits of the Guidelines; and can is used to express possibility or capability.

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]]> CSA S408-11 - Guidelines for the development of limit states design standards

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]]> <![CDATA[CSA S367: Air-, cable-, and frame-supported membrane structure]]> https://forum.civilea.com/showthread.php?tid=58237 Tue, 07 May 2024 08:49:25 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58237 CSA S367-12 (R2021) Air-, cable-, and frame-supported membrane structure

This is the third edition of CSA S367, Air-, cable-, and frame-supported membrane structures. It supersedes the previous edition, published in 2009.

Major changes in this edition include

(a) testing requirements and quality control procedures;

(b) updated provisions for accelerated weathering testing for polyethylene membrane materials; and

© the addition of standard notations and symbols.

CSA acknowledges that the development of this Standard was made possible by the generous financial support of the Membrane Structures Manufacturers Association.

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]]> <![CDATA[CSA S349: Certification requirements for manufacturers of metal-plate-connected wood]]> https://forum.civilea.com/showthread.php?tid=58236 Tue, 07 May 2024 08:47:17 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58236 CSA S349:20 Certification requirements for manufacturers of metal-plate-connected wood trusses

This is the first edition of CSA S349, Certification requirements for manufacturers of metal-plate-connected wood trusses.

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]]> CSA S349:20 Certification requirements for manufacturers of metal-plate-connected wood trusses

This is the first edition of CSA S349, Certification requirements for manufacturers of metal-plate-connected wood trusses.

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