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-150

纯弯

29.373

1

0

0.0375

0.2

9.607

48.036

0.32708

0.89199

0.1375

0.3

13.896

46.320

0.47309

0.86012

0.2375

0.4

17.596

43.990

0.59905

0.81686

0.3375

0.5

20.310

40.620

0.69145

0.75428

0.4375

0.6

22.327

37.211

0.76011

0.69098

0.5375

0.7

23.653

33.790

0.80526

0.62745

0.6375

0.8

23.721

29.651

0.80757

0.55059

0.7375

0.9

24.603

27.337

0.83762

0.50762

0.8375

1

25.301

25.301

0.86137

0.46982

0.9375

1.1

25.726

23.387

0.87583

0.43428

1.0375

1.2

26.060

21.717

0.88722

0.40327

1.1375

1.3

26.324

20.249

0.89619

0.37601

1.5375

1.7

27.169

15.982

0.92498

0.29677

2.3375

2.5

28.148

11.259

0.95828

0.20907

纯剪

54.3

0

1