ImageVerifierCode 换一换
格式:PDF , 页数:2 ,大小:47.75KB ,
资源ID:514290      下载积分:10000 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
如需开发票,请勿充值!快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。
如填写123,账号就是123,密码也是123。
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝扫码支付 微信扫码支付   
注意:如需开发票,请勿充值!
验证码:   换一换

加入VIP,免费下载
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【http://www.mydoc123.com/d-514290.html】到电脑端继续下载(重复下载不扣费)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: 微信登录  

下载须知

1: 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。
2: 试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
3: 文件的所有权益归上传用户所有。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 本站仅提供交流平台,并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

版权提示 | 免责声明

本文(ASTM D3200-1974(2005) Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction Poles《确定圆木电杆推荐应力的设计规范和方法》.pdf)为本站会员(priceawful190)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

ASTM D3200-1974(2005) Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction Poles《确定圆木电杆推荐应力的设计规范和方法》.pdf

1、Designation: D 3200 74 (Reapproved 2005)Standard Specification and Test Method forEstablishing Recommended Design Stresses for RoundTimber Construction Poles1This standard is issued under the fixed designation D 3200; the number immediately following the designation indicates the year oforiginal ado

2、ption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers the physical characteristics ofround timber

3、construction poles to be used either treated oruntreated.1.2 This test method covers basic principles for establishingrecommended design stress values for round timber construc-tion poles that are applicable to the quality described.1.3 This standard does not purport to address all of thesafety conc

4、erns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:D25 Specification for Round Timber Piles

5、2D 2899 Method for Establishing Design Stresses for RoundTimber Piles23. Terminology Definition3.1 construction polesthose poles which are used asprinciple load-carrying components of a building.4. Physical Requirements4.1 The round timber construction poles shall be as speci-fied in Specification D

6、25, with the following exception:4.1.1 In place of 7.1 of Specification D25, the followingshall apply:The tip circumference shall be specified. The correspondingbutt circumference shall not be less than that specified in Table1 of this standard.5. Design Stresses5.1 Methods for establishing design s

7、tresses for roundtimber construction poles shall follow those presented inMethod D 2899.6. Keywords6.1 design; poles; stresses; timber1This specification and test method is under the jurisdiction of ASTM Commit-tee D07 on Wood and is the direct responsibility of Subcommittee D 07.04 on Poleand Pile

8、Products.Current edition approved Oct. 1, 2005. Published October 2005. Originallyapproved in 1974. Last previous edition approved in 2000 as D 3200 74 (2000).2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of

9、ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.ASTM International takes no position respecting the validity of any patent rights asser

10、ted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by

11、the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receiv

12、e careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM Intern

13、ational, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through

14、 the ASTM website(www.astm.org).TABLE 1 Specified Tip Circumference With Corresponding Minimum Butt CircumferenceTip circumference,required min, in. (mm)16 (406) 19 (483) 22 (559) 25 (635) 28 (711) 31 (787) 35 (889) 38 (965)Length, ft (mm) Minimum Circumference 3 ft (914 mm) from Butt, in. (mm)10 (3

15、048) 18.5 (469.9) 21.5 (546.1) 24.5 (622.3) 27.5 (698.5) 30.5 (774.7) 33.5 (850.9) 37.5 (952.5) 40.5 (1028.7)15 (4572) 19.8 (502.9) 22.8 (579.1) 25.8 (655.3) 28.8 (731.5) 31.8 (807.7) 34.8 (883.9) 38.8 (985.5) 41.8 (1061.7)20 (6096) 22.0 (533.4) 24.0 (609.6) 27.0 (685.8) 30.0 (762.0) 33.0 (838.2) 36

16、.0 (914.4) 40.0 (1016.0) 43.0 (1092.2)25 (7620) 22.2 (563.9) 25.2 (640.1) 28.2 (716.3) 31.2 (792.5) 34.2 (868.7) 37.2 (944.9) 41.2 (1046.5) 44.2 (1122.7)30 (9144) 23.5 (596.9) 26.5 (673.1) 29.5 (749.3) 32.5 (825.5) 35.5 (901.7) 38.5 (977.9) 42.5 (1079.5) 45.5 (1155.7)35 (10668) 24.8 (629.9) 27.8 (706.1) 30.8 (782.3) 33.8 (858.5) 36.8 (934.7) 39.8 (1010.9) 43.8 (1112.5) 46.8 (1188.7)40 (12192) 26.0 (660.4) 29.0 (736.6) 32.0 (812.8) 35.0 (889.0) 38.0 (965.2) 41.0 (1041.4) 45.0 (1143.0) 48.0 (1219.2)D 3200 74 (2005)2

copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
备案/许可证编号:苏ICP备17064731号-1