一段混凝土结构设计的英文论文 求高人翻译下 谢谢 在线等Determine the ultimate moment of resistance of the cross-section shown in figure 4.7 given that the characteristic strengths are fy = 460 for the reinforcement and fc= 30
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一段混凝土结构设计的英文论文 求高人翻译下 谢谢 在线等Determine the ultimate moment of resistance of the cross-section shown in figure 4.7 given that the characteristic strengths are fy = 460 for the reinforcement and fc= 30
一段混凝土结构设计的英文论文 求高人翻译下 谢谢 在线等
Determine the ultimate moment of resistance of the cross-section shown in figure 4.7 given that the characteristic strengths are fy = 460 for the reinforcement and fc= 30 for the concrete
高人呢。。
一段混凝土结构设计的英文论文 求高人翻译下 谢谢 在线等Determine the ultimate moment of resistance of the cross-section shown in figure 4.7 given that the characteristic strengths are fy = 460 for the reinforcement and fc= 30
确定最终的阻力矩横截面领进数字4.7考虑到特征即对企业的优势风云=460为加强,文件比较=30为具体
看不懂.有道翻译的.
确定最终的时刻截面抵抗如图4.7给了特点的优点是,比起= 460加固和俱乐部= 30的混凝土
确定最终的时刻截面抵抗如图4.7给了特点的优点是,比起= 460加固和俱乐部= 30的混凝土