现有I型截面钢筋混凝土偏心受压柱,柱子的截面尺寸b=100mm,h=1000mm,b f =b' f =400mm,h f =h' f =150mm,a s =a' s =40mm,C35混凝土,HRB400级钢筋,计算长度l 0 =6.0m,承受轴向压力设计值N=1500kN,柱两端弯矩设计值M 1 =M 2 =1000kN·m,试进行截面对称配筋设计。
手机使用
分享
复制链接
新浪微博
分享QQ
微信扫一扫
微信内点击右上角“…”即可分享
反馈
参考答案:
举一反三
【单选题】A Where in the world can you take an hour's train ride,and pass a forest,a London street,a scene from the Wild West(西大荒),and a burning building that never burns down? There's only one place,and that's...