关于普通螺栓连接,今有两个疑问: (1)《》的7.2.1条规定,普通螺栓受剪时,一个螺栓的承载力设计值取受剪和承压承载力设计值的较小者,但是,查规范表3.4.1-4,对应普通螺栓一行,怎么没有f c b 的取值? (2)公式(7.2.1-3)为N c b =d∑t.f c b ,f c b 为螺栓的承压强度设计值。这就不明白了:承压破坏时,是板件被螺栓挤坏,应该是板件的承压强度设计值啊,为什么规范规定用螺栓的承压强度设计值?
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