牛腿节点计算

轴力 N 9.00E+05

底板宽 B 400

底板长 L 800

混凝土 f cc

10.5混凝土应力 σ 2.8125OK α0.125 q 2.8125边距 a

180最大弯矩 M 1.14E+04

塑发系数 γ 1.2钢材强度 f 215

底板厚度 t

16.27569525

M

V

P

N Uf Nt1Nvb Ntb Nv 3.10E+08 6.30E+04 2.25E+05 1.40E+01 3.50E-01 1.66E+057.09E+04 1.80E+05 4.50E+03

9.88E-013.70E+08 2.60E+05 1.55E+05 2.00E+01 3.50E-019.08E+04 4.88E+04 1.24E+05 1.30E+049.98E-014.95E+07 2.56E+04 1.55E+058.00E+00 3.50E-01 4.52E+04 4.88E+04 1.24E+05 3.21E+03 4.30E-017.16E+08

1.37E+05

2.25E+05

1.80E+01 3.50E-01 1.40E+057.09E+04 1.80E+05

7.61E+038.86E-01

1.E+080.00E+00 1.55E+05

2.00E+01

3.50E-0147587.42434

4.88E+04 1.24E+050.00E+000.3837695511.82E+07 3.46E+04 1.55E+05 1.20E+01 3.50E-019452.908587 4.88E+04 1.24E+05 2.88E+030.135287581.45E+080.00E+00 1.55E+05 1.60E+01 3.50E-01120833.3333 4.88E+04 1.24E+050.00E+000.9744623661.47E+088.31E+04 1.55E+05 1.60E+01 3.50E-0176194.59834 4.88E+04 1.24E+05

5.19E+030.7208473753.14E+088.31E+04 1.55E+05 1.60E+01 3.50E-0179161.06254 4.88E+04 1.24E+05 5.19E+030.744760233

牛腿计算-EXCEL