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混凝土结构
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关于混凝土设计原理中偏压构件计算流程的问题非对称配筋中考虑附加弯矩影响需要三个条件:轴压比、弯矩比不大于0.9,长细比不大于34-12M/N。在书中例题确实都走了一遍流程,而在对称配筋里面只是提到了轴压比为1考虑附加弯矩影响,这不是与三个条件矛盾了吗
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