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 Status: Withdrawn.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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What kind of news would you like? Although published with the approval of CSA, CSA accepts no responsibility for any statements, formulas, instructions or opinions expressed in these csq and consequently accepts no liability for any damages that may result from their use. For other n i w t s e u properties and greater detail, see also Adluri and Madugula a. Assembled Poles n o e s The values for assembled poles are: There is a need to provide t n i t s some guidelines for these negotiations.

The authors grant permission to individuals to download or print cssa 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.

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

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

These formulas are based t. In such cases, the design should be prepared by an engineer qualified in 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. In this case, the projected areas of the attachments a d a d d t.


Learning resources Learn more about standardization and the Standards Council of Canada. Pole Sections n o i t u b The values for pole sections are i r t s i d a a length: It covers the structural design, fabrication, and erection of new structures, and the modification of existing structures. Storage, distribution or use on network prohibited.

Drag cda for these csz n e antennas shall be based on published data. There is currently no published standard for fabrication tolerances of tubular pole-type structures. Antennas, Towers, and Antenna-Supporting Structures — originally published May e t n i t s e u a Revisions issued: Poles with slip fit splices are susceptible to creep or shortening at the joints due to self-weight and load 001. These papers provide additional background information regarding the Standard and the Tower Industry in Canada.

Geometric Properties a s i l i t u ‘ l The important geometric csx of the Schifflerized angle section are given below. S Antennas, Towers, and Antenna-Supporting.

The authors accept no liability for any damages that may result from its use. This Appendix is not a mandatory part of this Standard. This Appendix sets out some of the critical values that apply to e u a e these structures.


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

Details of u o n derivation are available in Adluri and Madugula b. It has i d r e been left to the purchaser to negotiate these requirements with the fabricator.

Standards Council of Canada

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.

Antennas, Towers, and Antenna-Supporting Structures.

Buy Standards Purchase the standards and standards-based products you are looking for. It now consists of the following pages: Download this Article KB, 8 pages.

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