独立基础+防水板计算表格

34.5

柱截面宽

C=0.6

x向y向

防水板板有效高度

红色字体为手填项，其余自动计算

防水板荷载设计值qwj=防水板配筋

基础h=600

立基础附加配筋计算

a a/l k me M11As附加

4.60.6571430.010********.424694.94043899.778

0.5750.01732.844752.07244220.384

板配筋计算

0.450.50.550.60.650.70.750.8

0.0310.0250.0190.0150.0110.0080.0050.003

Mx My

533.7533734.6966667

h0=250

跨中板带

弯矩配筋

38.96399120.2592

131.3033405.2572

117.4257362.4251

117.4257362.4251

89.67056276.761

跨中板带

弯矩配筋

53.63286189.1812

180.7354637.5146

161.6333570.135

161.6333570.135

123.429435.3758