图中所示的拼接,板件分别为—240×8和—180×8,采用三面角焊缝连接,钢材Q235,焊条E43型,角焊缝的强度设计值 https://assets.asklib.com/psource/201510281039461991.jpg =160MPa,焊脚尺寸h f =6mm。此焊缝连接可承担的静载拉力设计值的计算式为:() https://assets.asklib.com/psource/2015102810395364632.jpg

A . 4×0.7×6×160×300+2×0.7×6×160×180 B . 4×0.7×6×160×(300-10)+2×0.7×6×160×180 C . 4×0.7×6×160×(300-10)+1.22×2×0.7×6×160×180 D . 4×0.7×6×160×(300-2×6)+1.22×2×0.7×6×160×180

时间:2022-10-15 05:37:24 所属题库:结构设计题库

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