工程力学功课4(国外英文资料).doc

  1. 1、本文档共24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)。
查看更多
工程力学功课4(国外英文资料)

工程力学作业4(国外英文资料) 4 tutorial of engineering mechanics (Ben) One, single choice question The free term in the fundamental equation of the displacement method, which represents the force of the load under the basic system (C. The graph of the bending moment is shown in the diagram. The coefficient in the equation of the structural displacement equation is (D. 8). To make the Angle = 0 of the diagram node A, the force M = (C.) should be applied at node A. The bending moment = (C.) of the B side of a continuous beam. The direct object of the torque distribution method is (A. The result of A convergence of the calculation structure of the torque distribution is because (a. the distribution coefficient is less than 1). The continuous beam is shown in the image below. The torque applied at the end of A is required by the torque applied by the A. The passing moment of the bar is associated with (D.) When using displacement method to calculate the superstatic structure, the basic unknown quantity is (D. Node displacement). The three beams are the same as the length of the three beams, and their fixed end moments are the same as (C. (2), (3) the fixed end bending moments. The freedom in the equation of the structure displacement equation = (B. -2) The B side rotation stiffness of the structure bar BC is (d. 8). The sum of all the vertices of the pole of A single node is equal to (a. 1) What are the factors of the torque transfer coefficient C that is equal to the following? (c. distal) The distributive bending moment is (the A) moment that occurs when A is rotated. This is MAD (a.1kn ? m). In the calculation of displacement, the bending moment of the positive lever is (A. The typical equation of displacement method is essentially (a. equilibrium equation) The number of basic unknowns with displacement method (A) is related to the form of the structure. The coefficient representation in the typical equation of the displacement method is generated by the basic system (C. The sol

文档评论(0)

f8r9t5c + 关注
实名认证
内容提供者

该用户很懒,什么也没介绍

版权声明书
用户编号:8000054077000003

1亿VIP精品文档

相关文档