土木英语翻译答案.docVIP

  1. 1、本文档共5页,可阅读全部内容。
  2. 2、有哪些信誉好的足球投注网站(book118)网站文档一经付费(服务费),不意味着购买了该文档的版权,仅供个人/单位学习、研究之用,不得用于商业用途,未经授权,严禁复制、发行、汇编、翻译或者网络传播等,侵权必究。
  3. 3、本站所有内容均由合作方或网友上传,本站不对文档的完整性、权威性及其观点立场正确性做任何保证或承诺!文档内容仅供研究参考,付费前请自行鉴别。如您付费,意味着您自己接受本站规则且自行承担风险,本站不退款、不进行额外附加服务;查看《如何避免下载的几个坑》。如果您已付费下载过本站文档,您可以点击 这里二次下载
  4. 4、如文档侵犯商业秘密、侵犯著作权、侵犯人身权等,请点击“版权申诉”(推荐),也可以打举报电话:400-050-0827(电话支持时间:9:00-18:30)。
  5. 5、该文档为VIP文档,如果想要下载,成为VIP会员后,下载免费。
  6. 6、成为VIP后,下载本文档将扣除1次下载权益。下载后,不支持退款、换文档。如有疑问请联系我们
  7. 7、成为VIP后,您将拥有八大权益,权益包括:VIP文档下载权益、阅读免打扰、文档格式转换、高级专利检索、专属身份标志、高级客服、多端互通、版权登记。
  8. 8、VIP文档为合作方或网友上传,每下载1次, 网站将根据用户上传文档的质量评分、类型等,对文档贡献者给予高额补贴、流量扶持。如果你也想贡献VIP文档。上传文档
查看更多
土木英语翻译答案土木英语翻译答案

Unit2 a system of forces is said to be in equilibrium when the resultant of the forces and the resultant of all the moment at one point are equal to zero if there are more than three unknowns ,the equations cannot be completely solved and the system will be statically indeterminate or redundant. the the reaction must be capable of resisting any displacement or rotation that is applied to the structure however,for the purpose of calculation it will be sufficiently accurate to assume that the load is acting at the point it can be seen that the question of stability and determinacy of the reactions must be independent of the actual loading that is applied to the structure 当所有力的合力和某一点所有弯矩等于零时,力系处于平衡状态。 如果未知量超过三个就不能完全求解平衡方程系统给静不定 反力必须能够抵抗施加在结构上任何很小的位移和转动 为了计算假设荷载作用在一点是足够精确地 可以看出稳定问题和反力问题的确定必须独立于施加在结构上的实际荷载 Unit5 for most design situations the code will specify the magnitude of the loads design for wind effects is complicated by a number of phenomena the great the floor area that is to be supported by a single member,the smaller will be the probability that the code live load will appear with its full intensity however compared to the other structural loads,the dead load variations are relatively small,and the actual mean values are quite close to the code-prescribed data in theory,at least,the dead load on a structure is supposed to remain constant 对于大多数设计情况规范规定的是静力荷载的大小 对于风作用许多现象使设计复杂化 类似的,单个构件承担的楼板面积越大,在整个面积上,规范活荷载已全部强度出现的概率就越小 然而,与其他结构荷载相比,横在变化是相对较小的,实际平均值于规范规定的值很接近 10. 至少在理论上,结构上恒荷载被认为是保持不变的 Unit6 a crack in the tension zone of concrete implies that some slip has occurred between the steel reinforcement and the surrounding concrete however ,if the concrete stain is measured over a gauge length that includes several cracks ,it is found that bernoulli’s principle applies to this average tensile strain some deviation from linearity must be expected because of small inaccuracies in individual strain measurements and small errors in the location of gauge lines stress-stra

文档评论(0)

pkaokqunw + 关注
实名认证
文档贡献者

该用户很懒,什么也没介绍

1亿VIP精品文档

相关文档