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恒活荷载作用下弯矩二次分配法excel表

来源:测品娱乐
土木0614013037田建民上柱下柱右梁0

00000000.491

0.5095

-6.7703.324073.4459305.56339-1.168020-2.15813-2.2372406.729333

-6.72933

40.3290.3290.342-33.8211.1267811.1267811.51.6620355.56339-3.80845-1.12418-1.12418-1.1686111.66315.56599

-27.2306

30.3290.3290.342-33.8211.1267811.1267811.55.563395.56339-3.80845-2.40773-2.40773-2.5028714.2824414.28244

-28.59

20.3290.3290.342-33.8211.1267811.1267811.55.563395.86777-3.80845-2.50787-2.50787-2.6069714.182314.48668

-28.669

10.3470.2940.359-33.82

11.735549.9430812.14138

5.56339

-3.97628左梁上柱下柱偏心矩

00000000

0.4120.398

6.61-2.336040-2.256661.7229650-3.679350.80603100.77816.802956

0-5.15737

0.2950.2850.285

32.37

-7.6169-7.3587-7.35875.78322-1.12833-3.67935-0.28778-0.27803-0.2780330.24854-8.76506-11.3161

0.2950.2850.285

32.37

-7.6169-7.3587-7.35875.78322-3.67935-3.679350.47670.4490120.44901231.00109-10.5-10.5

0.2950.2850.285

32.37

-7.6169-7.3587-7.35875.78322-3.67935-3.847180.5142760.4968430.49684331.0506-10.5412-10.709

0.3080.2980.252

32.37

-7.95256-7.69436-6.5066.07069-3.67935

-0.55073-0.46661-0.56977-0.73653-0.71262-0.6026216.74829.477-26.224729.7516-12.0863-7.10926

4.738235-3.55463

图5-29 恒载作用下的框架弯矩内力二次分配图

右梁

0000

0.19-0.94-1.0773

0

0.371713-1.559

0.135-6.55-3.4857

0

-0.1317-10.1674

0.135-6.55-3.4857

0

0.21269-9.82301

0.135-6.55-3.4857

0

0.235347-9.80035

0.142-6.55-3.6

0

-0.33957-10.556

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