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 Status: Withdrawn.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.

Author: Shaktizil Grojar
Country: Uzbekistan
Language: English (Spanish)
Genre: Travel
Published (Last): 16 June 2006
Pages: 298
PDF File Size: 4.75 Mb
ePub File Size: 16.30 Mb
ISBN: 348-5-87442-708-3
Downloads: 58581
Price: Free* [*Free Regsitration Required]
Uploader: Nikojar

Skip to main content Skip to footer. These papers provide additional background information regarding the Standard and the Tower Industry in Canada. In this case, the projected areas of the attachments a d a d d t.

It has i d r e been left to the purchaser to negotiate these requirements with the fabricator. Although published with the approval of CSA, CSA accepts no responsibility for s73 statements, formulas, instructions or opinions expressed in these documents and consequently accepts no liability for any damages that may result from their use.

Storage, distribution or cs on network prohibited. Pole Sections n o i t u b The values for pole sections are i r t s i d a a length: Details of u o n derivation are available in Adluri and Madugula b. Comment on draft standards. Antennas, Towers, and Antenna-Supporting Structures. It now consists of the following 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 011.

  ALTORIU SESELIAI PDF

What kind of news would you like? 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. In such cases, appropriate engineering principles providing a level of reliability at least equivalent to that provided by this Standard should be applied.

Poles with slip fit splices are susceptible to creep or shortening at the joints due to self-weight and load effects. Single user license only.

Comment on draft standards Influence national and international standards development by commenting on draft standards online. S Antennas, Towers, and Antenna-Supporting.

Standards Council of Canada

It covers the structural design, fabrication, and erection of new structures, and the modification of existing structures. This Appendix sets out some of the critical values that apply to caa u a e these structures.

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. Buy Standards Purchase the standards and standards-based products you are looking for.

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 Standard.

  LAXMI ASHTAKAM PDF

Assembled Poles n o e s The values for assembled poles are: Csaa other n i w t s e u properties and greater detail, see also Adluri and Madugula a.

Influence national and international standards development by commenting on draft standards online. Slip E37 s r u e t The values for slip joints are a s i l i t u ‘ a inside diameter ca outside section: 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.

Download this Article KB, 8 pages. Drag factors for these d n e antennas shall be based on published data.

Cza is currently no published standard for fabrication tolerances of tubular pole-type structures. Geometric Properties a s i l i t u ‘ l The important geometric properties of the Schifflerized angle section are given below.

There is a need to provide t n i t s some guidelines for these negotiations. The authors accept no liability for any damages that may result from its use. Download the Commentary KB, 17 pages. Learning resources Learn more about standardization and the Standards Council of Canada. These formulas are based t.