BS DD CEN/TS 13001-3.1:2004
起重机.一般设计.钢结构性能的极限状态和检验

Cranes - General design - Part 3.1: Limit states and proof of competence of steel structures

被代替

非常抱歉，我们暂时无法提供预览，您可以试试： 免费下载 BS DD CEN/TS 13001-3.1:2004 前三页，或者稍后再访问。

您也可以尝试购买此标准，
点击右侧 “购买” 按钮开始采购（由第三方提供）。

注意： 点击下载后，生成下载文件时间比较长，请耐心等待......

标准号

BS DD CEN/TS 13001-3.1:2004

发布

2005年

发布单位

英国标准学会

替代标准

BS EN 13001-3-1:2012

BS EN 13001-3-1:2012+A1:2013

BS DD CEN/TS 13001-3.1:2005

当前最新

BS EN 13001-3-1:2012+A1:2013

BS DD CEN/TS 13001-3.1:2005

 

 

适用范围

This European Standard is to be used together with Part 1 and Part 2 and as such they specify general conditions, requirements and methods to prevent mechanical hazards of cranes by design and theoretical verification. NOTE Specific requirements for particular types of crane are given in the appropriate European Standard for the particular crane type. The following is a list of significant hazardous situations and hazardous events that could result in risks to persons during normal use and foreseeable misuse. Clauses 4 to 8 of this standard are necessary to reduce or eliminate the risks associated with the following hazards: a) Exceeding the limits of strength (yield, ultimate, fatigue); b) Exceeding temperature limits of material or components; c) Elastic instability of the crane or its parts (buckling, bulging). This European Standard is applicable to cranes which are manufactured after the date of approval by CEN of this standard and serves as reference base for the European Standards for particular crane types. NOTE CEN/TS 13001-3.1 deals only with limit state method according to EN 13001-1. As an alternative to the herein presented limit state method using partial safety factors, the allowable stress method using a global safety factor according to Part 1 and Part 2 may also be applied for special crane systems with linear behaviour. As crane structures are basically dynamically loaded only the linear theory of elasticity is applicable and only limited local plasticity is allowed. The use of the theory of plasticity for calculation of ultimate load bearing capacity is not allowed.

BS DD CEN/TS 13001-3.1:2004相似标准

推荐