914楼承板断面设计规范

0.75 mm
0.9 mm
1.2 mm
1 11.90 10.92 10.00 7.60 6.84 6.30 5.70 5.32 4.80 4.41 4.12 3.70 3.41 3.21 2.93 2 11.90 10.92 10.00 9.23 8.51 6.30 5.70 5.32 4.80 4.41 4.12 3.70 3.41 3.21 2.93 3 11.90 10.92 10.00 9.23 8.51 7.62 6.82 5.32 4.80 4.41 4.12 3.70 3.41 3.21 2.93 q3 23.90 23.84 23.62 23.52 23.31 23.22 23.12 23.00 22.90 22.84 22.83 22.71 22.63 22.63 22.51 q4 25.30 25.00 24.74 24.41 24.23 24.00 23.84 23.64 23.50 23.31 23.22 23.11 22.91 22.84 22.83 1 13.60 12.43 11.41 10.44 9.42 7.30 6.70 6.20 5.70 5.23 4.84 4.50 4.20 3.80 3.50 2 13.60 12.43 11.41 10.44 9.71 9.00 8.40 6.20 5.70 5.23 4.84 4.50 4.20 3.80 3.50 3 13.60 12.43 11.41 10.44 9.71 9.00 8.40 7.50 6.82 6.03 4.84 4.50 4.20 3.80 3.50 q3 23.90 23.74 23.52 23.42 23.21 23.11 23.00 22.81 22.74 22.61 22.52 22.53 22.44 22.31 22.21 q4 25.90 25.52 25.21 24.93 24.63 24.34 24.12 23.93 23.72 23.52 23.43 23.22 23.10 23.00 22.83 1 16.50 15.10 13.80 12.83 11.80 11.02 10.30 9.20 7.91 6.80 6.33 5.83 5.40 5.02 4.70 2 16.50 15.10 13.80 12.83 11.80 11.02 10.30 9.60 9.00 8.51 7.74 5.83 5.40 5.02 4.70 3 16.50 15.10 13.80 12.83 11.80 11.02 10.30 9.60 9.00 8.51 7.74 6.90 6.32 5.02 4.70 q3 24.40 24.13 23.84 23.60 23.42 23.21 23.00 22.90 22.73 22.63 22.51 22.40 22.32 22.23 22.13
¼Ó ªO «p «× : 125 mm
Slab Thickness: 125 mm
Dec源自文库 No.
¸ó «× Span (m)
Thickness Spans 2.45 2.60 2.75 2.90 3.05 3.20 3.35 3.60 3.65 3.80 3.95 4.10 4.25 4.40 4.55
3W Deck 楼层板断面设计
FE3W Cross Section
Stiffeners Detail
Section A-A (Embossment Detail)
ºI ­± ¯S ©Ê
Section Properties
Width Thickness Weight I+
X106
(mm)
(mm) (kg/m2) (mm4/m)
q4 29.23 28.63 28.00 27.51 27.00 26.61 26.23 25.90 25.52 25.22 25.03 24.72 24.51 24.32 24.13
1. 表格中加粗线的右上方阴影部分表示在施工过程中楼承板跨 中需用加临时支撑。 In shaded areas to the right of the heavy line, mid span deck shoring required during construction.
3W Deck 楼层板荷载表
Load Table 荷载表
¤¹ ³\ ¨Ï ¥Î ²ü ¸ü (kPa); ¤¹ ³\ Á¡ ½¤ ¤Á ¤O (kN/m); ¶´ ³q ²V ¾® ¤g (2400kg/m3)
Allow able Superimposed Load (kPa) & Diaphragm Shear Capacity (kN/m); Normal Weight Concrete (2400 kg/m3)
0.75
8.20 1.050
915
0.90
1.20
9.96 13.18
1.281 1.721
1.50
16.40 2.160
S+ X103 (mm3/m) 23.28 29.57 41.94 52.47
SX103 (mm3/m) 25.32 30.86 41.77 52.42
设计
FE3W Deck 断 面 性 能 和 承 载 能 力 是 根 据 AISI<<冷轧钢材设计手册>>(1986年出版)以 及线性单元设计方法来计算的.
1.5
2 19.32 17.62 16.23 14.93 13.80 12.53 11.20 10.00 9.10 8.13 7.33 6.82 6.10 5.63 5.21
mm
3 19.32 17.62 16.23 14.93 13.80 12.53 11.20 10.00 9.10 8.13 7.33 6.82 6.10 5.63 5.00 q3 25.00 24.73 24.43 24.15 23.82 23.62 23.40 23.20 23.03 22.84 22.74 22.53 22.43 22.34 22.21
q4 27.40 26.93 26.51 26.00 25.70 25.33 25.00 24.80 24.53 24.32 24.13 23.90 23.71 23.51 23.31
1 19.32 17.62 16.23 14.93 13.80 12.53 11.20 10.00 9.10 8.13 7.33 6.82 6.32 5.71 5.21