无梁板配筋计算（根据SLABCAD结果计算配筋）
承载力计算
位置计算内力是否
混凝土等级钢筋等级
(标准值)人防
板厚计算配筋最少配面积筋面积32.17否103否93否92否70
否
C35HRB400C35HRB400C35HRB400C35HRB400C35
HRB400
400240400780400703400695400
526
785785785785785
通用配筋
实配钢筋实配钢筋实配钢筋实配钢筋实配钢筋面直径1间距11419014190141901419014
190
直径2间距210380103801038001700
170
积
Ftk10172.210172.210172.28102.2810
2.2
ψσsk0.2111.863790.314888358.24161350.230468323.46087430.2210101.61106580.2
305.573637
Es(×105)c2402402402402
40
deqρte12.947370.0050842712.947370.0050842712.947370.00508427140.00405088214
0.004050882
ωmax0.060.300.200.300.20
