模型编号

刚性梁

长度m

弯剪比

弯矩M

(kN∙m)

剪力V

(kN)

M/M_u

V/V_u

M-175

纯弯

27.802

1

0

0.1125

0.3

12.569

41.898

0.4294

0.77159

0.2125

0.4

15.672

39.180

0.53539

0.72154

0.3125

0.5

18.195

36.389

0.62157

0.67014

0.4125

0.6

20.305

33.842

0.69367

0.62323

0.5125

0.7

22.406

32.008

0.76543

0.58946

0.6125

0.8

23.508

29.385

0.80309

0.54115

0.7125

0.9

24.359

27.066

0.83217

0.49845

0.8125

1

25.832

25.832

0.88248

0.47572

1.3125

1.5

27.077

18.051

0.925

0.33243

1.8125

2

27.802

13.901

0.94978

0.256

纯剪

53.852

0

1