力矩分配法两跨弯矩二次分配

力矩分配法两跨弯矩二次分配自动计算表格

弯矩分配系数荷载作用下弯矩值

总弯矩值

弯矩分配系数荷载作用下弯矩值

总弯矩值

弯矩分配系数荷载作用下弯矩值

总弯矩值

上柱

下柱右梁左梁上柱00.3150.6850.514000-10010000

31.568.5-12.8507.833333

-6.425

34.25-0.44363-0.96471-6.891880-1.09047-3.44594-0.482351.4289683.107439

-0.917510

39.22821-39.2282

113.1083

上柱

下柱右梁左梁上柱0.235

0.2540.5110.4090.188-10010023.525.4

51.1

-10.225-4.710.58.533333-5.1125

25.55

-1.96667

-3.2714-3.53589-7.11355-3.77814-1.73665-0.14788-0.95822-1.88907-3.55677-1.054790.7038640.7607721.53053

0.5494710.25256931.2845930.19999-61.4846

108.5396-9.20554

上柱

下柱右梁左梁上柱0.256

0.230.5140.4110.205-10010025.62351.4-10.275-5.1258.4666677.9

-5.1375

25.7

-1.7

-2.87467-2.58271-5.77179-3.99526-1.99277-1.17863-0.18993-1.99763-2.8859-0.628150.8617450.7742241.730222

0.404040.20152830.8751128.90159-59.7767

108.9479-9.24439

力矩分配法两跨弯矩二次分配自动计算表格

上柱

弯矩分配系数荷载作用下弯矩值

23.77.666667-0.8609

总弯矩值

0.237

下柱0.23423.4

右梁0.529-10052.9-5.2625-2.45846

左梁0.421

100-10.52526.45

上柱0.188-4.7-1.53333

-0.56979-0.56258-1.27180.786690.7767321.75594530.7226723.61416-54.3368

-4.91693-2.19568-0.6359-0.59621-0.25314-0.11304110.119-9.13827

柱底弯矩值11.80707848-3.467081

两跨弯矩二次分配计算书（设计人李

为填写区域

分配系数的计

左梁宽(m)左梁高(m)中框架梁惯性矩I。

跨度（m）梁线刚度上柱b（m)上柱h（m)中柱惯性矩I。柱高（m）上层柱线刚度*0.9

0.3000.50062.50610.420.40.421.3344.800

右梁宽(m)右梁高(m)中框架梁惯性矩I

跨度（m）梁线刚度下柱b（m)下柱b（m)中柱惯性矩I。柱高（m）上层柱线刚度*0.9下层柱线刚度

0.3000.0000.0060.000.40.421.334.54.2674.741

力矩分配法两跨弯矩二次分配自动计算表格

左梁分配系数右梁分配系数上柱分配系数下柱分配系数

求和

0.5220.0000.2410.2381.000

力矩分配法两跨弯矩二次分配自动计算表格

下柱 0.236 0 -5.9

右梁 0.25 -75 -6.25

左梁 0.514 75 -38.55 -3.125 5.69255 -1.67604 -0.41003 36.93147

上柱 0 0 0 0

下柱 0.486 0 -36.45 -7.95 5.38245 2.473775 -0.3877 -36.9315

-1.56667 -19.275 -3.16437 -3.35208 -0.57888 2.846275 -0.42127 -0.44626 -11.6312 -101.477

下柱 0.204 -5.1

右梁 0.199 -75 -4.975

左梁 0.337 75 -25.275 -2.4875

上柱 0.318 -23.85 -12.15

下柱 0.345 -25.875 -8.7 2.233

-1.70833 -12.6375 -1.88445 -1.83826 -0.66426 3.932369 0.274064 0.267347 -9.08298 -90.251

7.864738 7.421325 8.051438 -0.91913 1.79415 -1.0474 -0.98835 -1.07227 53.1357 -27.7729 -25.3628

下柱 0.184 -4.6

右梁 0.2 -75 -5

左梁 0.339 75 -25.425 -2.5 6.52575

上柱 0.348 -26.1 -8.625 6.699

下柱 0.313 -23.475 -8.125 6.02525

-1.56667 -12.7125 -1.78863 -1.94417 -0.73189 3.262875 0.180884 0.196613 -8.50631 -91.1972

-0.97208 2.68381

3 1.125313 -0.96176 -0.98729 -0.88799 51.66691 -26.3295 -25.3374

下柱右梁左梁上柱下柱

下柱0.204-5.1

右梁0.199-75-4.975

左梁0.33775-25.275-2.4875

上柱0.318-23.85-12.15

下柱0.345-25.875-8.72.233

-1.70833-12.6375-1.88445-1.83826-0.664263.9323690.2740640.267347-9.08298-90.251

7.8647387.4213258.051438-0.919131.79415

-1.0474-0.98835-1.0722753.1357-27.7729-25.3628

下柱0.184-4.6

右梁0.2-75-5

左梁0.33975-25.425-2.56.52575

上柱0.348-26.1-8.6256.699

下柱0.313-23.475-8.1256.02525

-1.56667-12.7125-1.78863-1.94417-0.731893.2628750.1808840.196613-8.50631-91.1972

-0.972082.6838131.125313-0.96176-0.98729-0.8879951.66691-26.3295-25.3374

力矩分配法两跨弯矩二次分配自动计算表格

下柱0.186-4.65

右梁0.205

-75-5.125-13.2375

左梁0.353

75-26.475-2.5625

上柱0.325-24.375-7.825

下柱0.322-24.15

-2.17233-2.39423

1.833394

-0.11184-0.12326-6.93416-94.0466

3.6667883.3759383.344775-1.197112.008417

-0.28639-0.26367-0.2612448.14578-27.0793-21.0665

67081592-10.53323214

计人李根）九江学院土A0732班

数的计算

4.8

0.00

左梁

10.42

4.2667

右梁

上层柱子*0.9

左梁分配系数右梁分配系数上柱分配系数下柱分配系数

求和

4.80

0.5350.0000.2460.2191.000

力矩分配法两跨弯矩二次分配自动计算表格

4.8

0.00

左梁

10.42

4.74

右梁