Analysis of Regulatory Documents for Determining Loads for Buildings and Structures

E. Y. Davydov
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Abstract

The calculation of building structures begins with the determination of loads and effects. The correctness of determining the values of loads and impacts, and in particular their calculated values, largely determines the reliability of structural forms, their durability and economic efficiency. The paper considers the regulatory documents for determining snow, wind and crane loads, as well as loads due to their own weight of load-bearing and enclosing structures. In most cases, changing  the values of snow loads in the direction of their increase is labor- and material-intensive, since after this, it is required to examine all the supporting structures that perceive snow loads,  recalculation them, and quite often, strengthen them. It is proposed to review snow loads no more than once every 20–25 years. Wind speed increases with height increases. This is confirmed by statistical data obtained at many weather stations located in the Republic of Belarus and foreign countries. Failure to take into account the change in wind pressure along the height leads to significant increase in the efforts from the wind load by 2-3 times. The increase in the efforts from the wind load, as well as from the snow load, entails the need for a mass survey of buildings and structures and, as a rule, expensive work to strengthen the supporting structures. Determination of loads from overhead cranes in the current regulatory documents is completely focused on the characteristics of European hoisting mechanisms, which largely does not correspond to the characteristics of cranes used in the Republic of Belarus. It is proposed to determine crane loads according to SP [Sanitary Regulations] CYbG20.133330.2011 “Loads and impacts” (updated edition of SNiP [Construction Standards and Regulations] 2.01.07–85*). When determining the design loads from the own mass of structural forms, the reliability factor for loads is used. The values of these coefficients in the current regulatory documents are unreasonably high, especially for metal structures.
确定建筑物和构筑物荷载的规范性文件分析
建筑结构的计算从荷载和效应的确定开始。确定荷载和冲击值的正确性,特别是它们的计算值,在很大程度上决定了结构形式的可靠性、耐久性和经济效益。本文考虑了确定雪荷载、风荷载和起重机荷载以及承重和封闭结构的自重荷载的规范性文件。在大多数情况下,按照雪荷载增加的方向改变雪荷载值是劳动和材料密集型的,因为在此之后,需要检查所有感知雪荷载的支撑结构,重新计算它们,并经常对它们进行加固。建议每20-25年最多审查一次雪荷载。风速随着高度的增加而增加。设在白俄罗斯共和国和外国的许多气象站获得的统计数据证实了这一点。如果不考虑风压沿高度的变化,风荷载的作用会显著增加2-3倍。由于风荷载和雪荷载的增加,需要对建筑物和结构进行大规模调查,并且通常需要进行昂贵的工作来加强支撑结构。在目前的监管文件中,桥式起重机载荷的确定完全集中在欧洲起重机构的特性上,这在很大程度上与白俄罗斯共和国使用的起重机的特性不相符。建议根据SP[卫生规程]CYbG20.133330.2011“载荷和影响”(SNiP[建筑标准与规程]2.01.07-85 *的更新版本)确定起重机载荷。在根据结构形式自身质量确定设计荷载时,采用荷载可靠度系数。在现行的规范性文件中,这些系数的值是不合理的高,特别是对于金属结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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