开口楼承板YX51-342-1025

Release time:2021-09-02 15:39 Browse times:1706second

组合楼承板断面性质
板厚    T(mm) 单位重量    M(kg/㎡) 截面惯性矩I(cm4/m) 截面抵抗矩     W(cm³/m)
0.8 7.85 46.70 15.20
0.9 8.83 45.62 20.28
1.0 9.81 63.50 20.13
1.2 11.49 60.16 26.74
1.5 14.36 75.20 33.43