r min
0.01保护层c 25b1
b2h1h2As 250
2503003002125箍筋间距
肢数1肢数2120
11核心区面积
箍筋1长度箍筋2长度拉筋长度160000
14001000400配箍率箍筋1面积箍筋2面积拉筋面积
1.145
78.578.578.5r min
0.01保护层c 25b1
b2h1h2h3As 250
2506757753005000箍筋间距
肢数1肢数2肢数3100
331核心区面积
箍筋1长度箍筋2长度拉筋长度390000
370012001400配箍率
箍筋1面积箍筋2面积拉筋面积1.167
78.578.550.3r min
0.01保护层c 25b1
b2b3h1h2h3h4As 200
20020030030090003800箍筋间距
肢数1肢数2肢数3肢数4100
1140核心区面积
箍筋1长度箍筋2长度箍筋3长度拉筋长度277500
120012002500900配箍率
箍筋1面积箍筋2面积箍筋3面积拉筋面积1.29578.578.550.350.3
AZ1配筋计算
AZ2配筋计算
AZ3配筋计算
r min0.01保护层c25
b h As
2504501125
箍筋间距肢数1
1402
箍筋长度拉筋长度800001200400
配箍率箍筋面积拉筋面积
1.12178.578.5