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CSA A123.21:26 – Standard test method for the dynamic wind uplift resistance of membrane-roofing systems

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236

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CAN/CSA-A123.2-03 (R2023) – Asphalt-coated roofing sheets

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150

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A123.23-15 (R2025) – Product specification for polymer-modified bitumen sheet, prefabricated and reinforced

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118

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CSA A123.24:21 (R2026) – Standard test method for wind resistance of vegetated roof assembly

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161

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CSA A123.25:18 (R2023) – Asphalt core boards used in roofing

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197

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A123.3-05 (R2020) – Asphalt saturated organic roofing felt

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150

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CAN/CSA-A123.4-04 (R2023) – Asphalt for constructing built-up roof coverings and waterproofing systems

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150

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CSA A123.5:16 (R2020) – Asphalt shingles made from glass felt and surfaced with mineral granules

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197

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CSA S6.1:25

CSA S6.1:25 – Commentary on CSA S6:25, Canadian Highway Bridge Design Code

CDN $614.00

Commentary on CSA S6:25, Canadian Highway Bridge Design Code

SKU: 2432154 Categories: ,

Description

Preface This is the sixth edition of CSA S6.1, Commentary on CSA S6:25, Canadian Highway Bridge Design Code . It supersedes the previous editions, published in 2019, 2014, 2006, 2000, and 1990. Throughout this Commentary, CSA S6:25 is referred to as the “Code”. Other Codes are always identified in a manner that allows them to be readily distinguished from the Code. The purpose of this Commentary is to provide background on the design provisions of the Code and thereby to help designers deal with issues not explicitly addressed in the Code. Each section and clause in this Commentary bears the number of its corresponding section or clause in the Code, with the addition of the prefix “C”. For example, Section C1provides commentary on Section 1 of the Code, and within Section C1, Clause C1.1.1provides commentary on Clause 1.1.1 of the Code. The same approach is used in the numbering of annexes. Tables and figures are numbered sequentially (for example, the first table in Section C3is Table C3.1, which is followed by Table C3.2, etc.). However, they do not correspond to the tables and figures bearing the same numbers (minus the “C”) in the Code. The Code contains many clauses dealing with “approval”, meaning approval in writing by the regulatory authority having jurisdiction. Where possible, this Commentary provides guidance for regulatory authorities consulting such clauses. This Commentary was prepared by the Technical Committee on the Canadian Highway Bridge Design Code; however, it is not a consensus document.

Edition

Not found

Published Date

2026-10-05

Status

Not found

Pages

1453

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

Preface This is the sixth edition of CSA S6.1, Commentary on CSA S6:25, Canadian Highway Bridge Design Code . It supersedes the previous editions, published in 2019, 2014, 2006, 2000, and 1990. Throughout this Commentary, CSA S6:25 is referred to as the "Code". Other Codes are always identified in a manner that allows them to be readily distinguished from the Code. The purpose of this Commentary is to provide background on the design provisions of the Code and thereby to help designers deal with issues not explicitly addressed in the Code. Each section and clause in this Commentary bears the number of its corresponding section or clause in the Code, with the addition of the prefix "C". For example, Section C1provides commentary on Section 1 of the Code, and within Section C1, Clause C1.1.1provides commentary on Clause 1.1.1 of the Code. The same approach is used in the numbering of annexes. Tables and figures are numbered sequentially (for example, the first table in Section C3is Table C3.1, which is followed by Table C3.2, etc.). However, they do not correspond to the tables and figures bearing the same numbers (minus the "C") in the Code. The Code contains many clauses dealing with "approval", meaning approval in writing by the regulatory authority having jurisdiction. Where possible, this Commentary provides guidance for regulatory authorities consulting such clauses. This Commentary was prepared by the Technical Committee on the Canadian Highway Bridge Design Code; however, it is not a consensus document.

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