CSA S37 01 PDF

Find the most up-to-date version of CSA S37 at Engineering regulations is not relieved by compliance with this Standard. Status: Withdrawn. SDO: CSA. Language: English. Publish date: Supersedes: S to the Canadian Standards Association CSA-S Appendix M (CSA, ), the tower performance level and the seismicity of the site determine the.

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Assembled Poles n o e s The values for assembled poles are: Poles with slip fit splices are susceptible to creep or shortening at the joints due to self-weight and load effects.

CSA S – Antennas, Towers, and Antenna-Supporting 全文 文档投稿网

There is a need to provide t n i t s some guidelines for these negotiations. These papers provide additional background information regarding the Standard and the Tower Industry in Canada.

These formulas are based t. Antennas, Towers, and Antenna-Supporting Structures. Although published with the approval of CSA, CSA accepts no responsibility for any statements, formulas, instructions or opinions expressed in these documents and consequently accepts no liability for any damages that may result from their use.

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S Antennas, Towers, and Antenna-Supporting. In such cases, appropriate engineering principles providing a level of reliability at least equivalent to that provided by this Standard should be applied.

S (R) | Standards Council of Canada – Conseil canadien des normes

Antennas, Towers, and Antenna-Supporting Structures — originally published May e t n i t s e u a Revisions issued: This Appendix is not a mandatory part of this A37. For other n i w t s e u properties and greater detail, see also Adluri and Madugula a. Geometric Properties a s i l i t u ‘ l The important geometric properties of the Schifflerized angle section are given below.


These three long time members of the Technical Committee for CSA Standard S37 have put this Commentary together to provide essential background information and explanations for many clauses in this Standard.

The authors grant permission to individuals to download or print copies of these documents and to reproduce excerpts from them for any purpose that respects the moral rights of the authors, provided that the source is fully acknowledged. Buy Standards Purchase the standards and standards-based 3s7 you are looking for. Learning resources Learn more about standardization and the Standards Council of Canada.

Influence national and international standards development by commenting on draft standards online. Download the Cs KB, 17 pages.

The Commentary sets out the background of CSA Standard S, with the reasons and sources of data for its clauses, so that users may better understand the intent and background of the requirements; those that are self-explanatory, or are covered by other standards, have been left without comment. In this case, the projected areas of the attachments a d a d d t.

This Appendix sets out some of the vsa values that apply to e u a e these structures. Pole Sections n o i t u b The values for pole sections are i r t s i d a a length: There is currently no published standard for fabrication tolerances of tubular pole-type structures.


Comment on draft standards. It now consists of the following pages: In such cases, the design should be prepared by an engineer qualified cs the specific method and knowledgeable about the materials to be used, and should provide a level of safety and performance that is not less than that implicit in this Standard. Download this Article KB, 8 pages.

It has i d r z37 been left to the purchaser to negotiate these requirements with the fabricator. Skip to main content Skip to footer.

Storage, distribution or use on network prohibited. It covers the structural design, fabrication, and erection of new structures, and the modification of existing structures.

Standards Council of Canada

fsa Comment on draft standards Influence national and international standards development by commenting on draft standards online.

Slip Joints s r u e t The values for slip joints are a s i l i t u ‘ a inside diameter of outside section: Drag factors for these d n e antennas shall be based on published data.

Details of u o n derivation are available in Adluri and Madugula b. The authors accept no liability for any damages that may result from its use.

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