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GB/T 34744-2017 English PDF

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GB/T 34744-2017: Determination method of design values for dimension lumber and truss plate connection
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Standard similar to GB/T 34744-2017

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Basic data

Standard ID GB/T 34744-2017 (GB/T34744-2017)
Description (Translated English) Determination method of design values for dimension lumber and truss plate connection
Sector / Industry National Standard (Recommended)
Classification of Chinese Standard P23
Classification of International Standard 91.080.20
Word Count Estimation 10,186
Date of Issue 2017-11-01
Date of Implementation 2018-05-01
Regulation (derived from) National Standard Announcement 2017 No. 29
Issuing agency(ies) General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Standardization Administration of the People's Republic of China

GB/T 34744-2017: Determination method of design values for dimension lumber and truss plate connection


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Determination method of design values for dimension lumber and truss plate connection ICS 91.080.20 P23 National Standards of People's Republic of China Specification of material and tooth plate connection performance design value determination method plateconnection Posted.2017-11-01 2018-05-01 implementation General Administration of Quality Supervision, Inspection and Quarantine of People's Republic of China China National Standardization Administration released

Foreword

This standard was drafted in accordance with the rules given in GB/T 1.1-2009. This standard proposed by the State Forestry Administration. This standard by the National Wood Standardization Technical Committee structure timber sub-technical committee (SAC/TC41/SC4) centralized. This standard is drafted by. Sichuan University. Participated in the drafting of this standard. Chinese Academy of Forestry Timber Industry Institute, Harbin Institute of Technology, Chengdu Institute of Engineering Research Institute of Design, Shandong Li Chen Group Co., Ltd., Ningbo Construction Engineering Co., Ltd., Chengdu Eighth Construction Company, Suzhou Royal overall living House System Co., Ltd., Fujian Zhangping Wood Village Forestry Co., Ltd., Sichuan Construction Vocational and Technical College, Ningbo Jianle Building Decoration Co., Ltd. Company, Mingdi Wood Construction Engineering Co., Ltd., Chongqing University. The main drafters of this standard. Zhang Xinpei, Zhou Haibin, Zhu En Chun, Xu Wentao, Zhang Guoguo, Ge Changming, Jia Zuo Ming, Li Shuiming, Wang Yongbing, Wu Zheh-yen, Zhang Huajun, Lei Chang-xiang, Xiong Yu-dong, Ye Yong, Wu Wenkui, Gong Feifei, Zhou Shurong. Specification of material and tooth plate connection performance design value determination method

1 Scope

This standard specifies the principles and methods for determining the design values of gauge and toothed connections based on the structural reliability theory, including Standard material and tooth plate connection performance of the standard value determination method, the uncertainty of the data and statistical analysis methods, sub-coefficient calculation method. This standard applies to light wood structure specifications and tooth plate connection performance design value to determine.

2 Normative references

The following documents for the application of this document is essential. For dated references, only the dated version applies to this article Pieces. For undated references, the latest edition (including all amendments) applies to this document. GB/T 1931 wood moisture content determination method GB/T 1933 wood density measurement method Test method for characteristic value of structural material used in structure Test method for mechanical properties of sawn timber for construction purposes GB 50005 wood structure design specifications GB 50068 reliability of building structure design uniform standards GB/T 50329 wood structure test method standard

3 Terms and definitions

The following terms and definitions apply to this document. 3.1 Reliability Structure within the prescribed time, under the conditions specified, the probability of completion of the intended function. 3.2 Reliability index β reliabilityindexβ Quantitative indicators of structural reliability. Note The relationship between the reliability index β and the failure probability pf is β = -Φ-1 (pf), where φ-1 () is the inverse of the standard normal distribution function. 3.3 Target Reliable Index [β] targetreliabilityindex [β] The structure should reach a reliable indicator. 3.4 Probability distribution The statistical law of the value of random variables is generally represented by probability density function or probability distribution function. 3.5 Statistical parameter statisticalparameter The probability distribution is used to represent the average level of random variable values and the degree of discrete digital features.

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