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-75

纯弯

29.796

1

0

0.0625

0.2

12.922

64.612

0.4337

0.9903

0.1625

0.3

19.093

63.644

0.6408

0.97546

0.2625

0.4

22.892

57.231

0.7683

0.87717

0.3625

0.5

25.170

50.340

0.84474

0.77156

0.4625

0.6

26.512

44.187

0.88979

0.67725

0.5625

0.7

27.301

39.001

0.91625

0.59776

0.6625

0.8

27.722

34.652

0.93038

0.53111

0.7625

0.9

27.983

31.092

0.93915

0.47654

0.8625

1

28.553

28.553

0.95828

0.43763

0.9625

1.1

28.567

25.970

0.95875

0.39804

1.0625

1.2

28.901

24.084

0.96996

0.36913

1.1625

1.3

29.025

22.327

0.97413

0.3422

1.6625

1.8

29.216

16.231

0.98053

0.24877

2.1625

2.3

29.721

12.922

0.99747

0.19805

纯剪

65.244

0

1