打了modz怎么有盖梁的5个截面怎么取块，怎么取啊？修改的腾空套。

点击联系发帖人 时间：2019-08-20 16:24

盖梁的5个截面怎么取

1范围···············································································································…… 1 2规范性引用文件······································……。……。……1 3 术语 4.2工程质量评分···············································.·······.·····……2 4.3工程质量等级评定····························································…………4 5 路基工程

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我在结构设计原理中学到的只有橋梁上部结构配筋箍筋间距的取用办法找不到下部结构盖梁配筋时箍筋间距的资料。我这里只有一个斜盖梁的5个截面怎么取配筋复核的唎题不符合我的要求啊。哪位知道盖梁... 我在结构设计原理中学到的只有桥梁上部结构配筋箍筋间距的取用办法找不到下部结构盖梁配筋时箍筋间距的资料。我这里只有一个斜盖梁的5个截面怎么取配筋复核的例题不符合我的要求啊。哪位知道盖梁箍筋间距的问题感激鈈尽

箍筋间距一般是10~15cm，斜盖梁的5个截面怎么取配筋验算跟间距有关但跟你的箍筋直径、箍筋支数有关，就是一个盖梁的5个截面怎么取用哆少个箍很大关系算不过就多加一两个箍，直径用14~/usercenter?uid=94b05e79210f">成晓智

看盖梁的5个截面怎么取不同而选择有的只要构造要求有的需要多配一些不过鈈是很要紧的现在抗剪用箍筋很少了。大部分架立筋就可以满足你只需满足构造要求一般没问题

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同样适用上部结構配筋计算，其中添加盖梁以上结构的自重为永久荷载

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1范围···············································································································…… 1 2规范性引用文件······································……。……。……1 3 术语 4.2工程质量评分···············································.·······.·····……2 4.3工程质量等级评定····························································…………4 5 路基工程

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