玻璃厚度分格宽分格高重力距埋件
侧向剪力中距埋件预埋件+结构偏差侧向剪力 宽度
风荷载（正）设计值风荷载（侧）设计值混凝土等级C35重力方向剪力侧向剪力拉力
锚板厚度
锚筋排数（重力方向）
锚筋排数（水平）
32.02000.006000.00300.001000.0030.00150.004000.004000.00
fc
1179.04
重力方向剪力侧向剪力拉力重力方向剪力侧向剪力拉力
16.707.004.224.2214.00110.00110.00
220.00220.0021222.723600.0048000.001000.000.000.00
21222.72重力附加弯矩3600.00侧向附加弯矩48000.00拉力附加弯矩14.00锚筋直径3.00间距3.00间距
3.711.44
钢筋直径
681012141618202425
C25+10%
218.3291.0363.8436.5509.3698.5785.8873.1960.41091.3
C30+10%
193.8258.5323.1387.7452.3620.3697.8775.4852.9969.2
钢筋采用 HRB335 级钢筋 带肋C35+10?0+10%
176.6162.1235.4216.1294.3270.2353.1324.2412.0378.2
钢筋采用 HRB400 级钢筋 带肋
565.0518.7635.6583.6706.2648.4776.9713.3882.8810.5
钢筋直径
6
810121416182024截面面积（mm
28.350.378.5113.1153.9201.1254.5314.2380.1
113.2201.2314452.4615.6804.410181256.81520.4
25490.91963.6
混凝土等级C25C30C35C40钢筋牌号HPB300HRB335HRB400HRB500
轴心抗压标准轴心抗拉标准轴心抗压设计轴心抗拉设计（N/mm2）（N/mm2）（N/mm2）（N/mm2）
16.71.7811.91.2720.12.0114.31.4323.42.216.71.5726.82.3919.11.71屈服强度标准极限强度标准抗拉强度设计抗压强度设计
MPaMPaMPaMPa
300420270270335455300300400540360360500630435435
10.0012.0014.0016.0020.0025.00
avab
########
As1As2
########
80.0096.00112.00128.00160.00200.000.680.85115.68
80.0095.00110.00125.00160.00200.000.68
0.70
19.62235.29
235.29
带肋钢筋 考虑地震荷载
C25（60%）C30（60%）C35（60%）C40（60%）5d
131.0116.3105.997.3174.6155.1141.2129.7218.3193.8176.6162.1261.9232.6211.9194.5305.6271.4247.2226.9
带肋钢筋 考虑地震荷载
419.1372.2339.0311.2471.5418.7381.4350.1523.8465.2423.7389.1576.2511.8466.1428.0654.8581.5529.7486.3
30
405060708090100110125
预埋件(1)
