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GP:截面定义时,钢筋参考集合需注意的问题
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wangke81168720  
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 More options Mar 31, 3:50 am
From: "wangke81168720" <wangke81168...@gmail.com>
Date: Mon, 31 Mar 2008 15:50:19 +0800
Local: Mon, Mar 31 2008 3:50 am
Subject: GP:截面定义时,钢筋参考集合需注意的问题

一、针对中国规范,用于自动配筋的钢筋参考类型为:抗弯钢筋、腹板抗剪钢筋、抗扭钢筋、抗裂钢筋、Robu钢筋

二、钢筋参考类型所对应的钢筋属性集合在导出到RM后是用来存储配筋的用量的。

对于抗弯钢筋,顶底缘需分别定义抗弯钢筋参考类型,并分别定义钢筋属性集合。
对于腹板抗剪钢筋,各个腹板需定义各自的腹板抗剪钢筋参考类型,并分别定义钢筋属性集合

三、钢筋参考类型中的纵向钢筋与纵向抗剪钢筋

纵向钢筋 在RM中涵盖了抗弯钢筋,抗裂钢筋与Robu钢筋三类,也就是说对于其所涵盖的三类钢筋的均可以使用纵向钢筋这一类型,这样在RM中使用抗弯钢筋,抗裂钢筋与R obu钢筋这三类钢筋配筋的命令时,配筋的结果将会累加到纵向钢筋的钢筋属性集合当中。

纵向抗剪钢筋:此类钢筋在中国规范中未对钢筋量计算进行要求,但是在定义腹板抗剪钢筋时,需定义该类型,用以各腹板抗剪钢筋类型,在其所指定的区域内搜导最小腹 板宽度值。

 详见所附模型:"JTG_Traing"  

四、在GP建模时,对于钢筋定义这一内容,出现错误的情况很多时候由下面两个原因引起:
     1. 多个腹板使用了同一个腹板抗剪钢筋参考类型
     2. 截面内定义了腹板抗剪钢筋参考类型,而未在截面内定义相应的腹板抗剪钢筋线。    

wangke81168720
2008-03-31

  rm.rar
18K Download

  GP.rar
5K Download

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