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如何计算柱子的轴压比
更新时间: 2020-07-01 00:00:00  

1、表内限值适用于混凝土强度等级不高于C60的柱;当混凝土强度等级为C65到C70时,轴压比限值应降低0.05;当混凝土强度等级为C75到C80时,轴压比限值应降低0.1;

2、表内限值适用于剪跨比大于2的柱;剪跨比不大于2但不小于1、5的柱,轴压比限值应降低0.05;剪跨比小于1、5的柱,轴压比限值应专门研究并采取特殊构造措施;

3、沿柱全高采用井字复合箍且箍筋肢距不大于200毫米、间距不大于100毫米、直径不小于12毫米,或沿柱全高采用复合螺旋箍、螺旋间距不大于100毫米

关键词: 如何 计算 柱子

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