钢板厚度
(mm)
|
支撑条件
|
荷载 KN/m2
|
|||
0.5
|
1.0
|
1.5
|
2.0
|
||
0.6
|
悬 臂
|
1.0
|
0.9
|
0.7
|
0.5
|
简 支
|
2.2
|
1.7
|
1.5
|
1.4
|
|
连 续
|
2.6
|
2.1
|
1.8
|
1.6
|
|
0.8
|
悬 臂
|
1.1
|
0.9
|
0.7
|
0.7
|
简 支
|
2.4
|
1.9
|
1.6
|
1.5
|
|
连 续
|
2.9
|
2.3
|
2.0
|
1.8
|