橋梁博士建模教程懸臂施工連續(xù)梁

1、懸臂施工連續(xù)梁(一)活載橫向分布系數(shù)及活在輸入。橫向分布系數(shù)計算結(jié)果:梁號汽車掛車人群滿人特載車列10.1570.0002.4322.7590.0000.00020.5910.0000.0552.0180.0000.00030.7920.0000.0002.2000.0000.00040.6710.0000.0002.1770.0000.00050.5370.0000.0001.3180.0000.00060.6080.0000.0002.0870.0000.00070.7930.0000.0002.2000.0000.00080.6310.0000.0012.1100.0000.00090.

2、2480.0002.7763.3460.0000.000（二）內(nèi)力位移的計算新建項目總體信息單元信息效果圖施工信息邊界條件不變使用信息數(shù)據(jù)處理用Microsoft Excel 2010 整理數(shù)據(jù)*施工階段內(nèi)力位移輸出*第1施工階段結(jié)構(gòu)效應階段累計結(jié)果:第2施工階段結(jié)構(gòu)效應階段累計結(jié)果:階段永久載結(jié)果:第3施工階段結(jié)構(gòu)效應階段累計結(jié)果:階段永久載結(jié)果:第4施工階段結(jié)構(gòu)效應階段累計結(jié)果*正常使用階段內(nèi)力位移輸出*結(jié)構(gòu)重力結(jié)果（三）估算配筋總體信息*指定單元截面配筋輸出*正常使用極限狀態(tài)（五）全橋結(jié)構(gòu)安全驗算*施工階段內(nèi)力位移輸出*第1施工階段結(jié)構(gòu)效應階段累計結(jié)果:階段永久載結(jié)果第2施工階段結(jié)構(gòu)效應

3、階段累計結(jié)果:階段永久荷載第3施工階段結(jié)構(gòu)效應階段累計階段永久載結(jié)果第4施工階段結(jié)構(gòu)效應階段累計結(jié)果階段永久荷載*正常使用階段內(nèi)力位移輸出*結(jié)構(gòu)重力結(jié)果:預應力結(jié)果人群MaxM結(jié)果:正常使用階段應力計算結(jié)果主界面結(jié)構(gòu)重力結(jié)果指定單元截面強度驗算輸出1#單元左截面: 荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎2.18E-121.09E-111.11E+04最小軸力下拉受彎4.55E-121.15E-111.11E+04最大彎矩下拉受彎4.91E-121.33E-111.11E+04最小彎矩下拉受彎1.82E-129.10E-121.11E+041#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸

4、力下拉受彎2.18E-121.46E+021.11E+04最小軸力下拉受彎4.55E-121.04E+021.11E+04最大彎矩下拉受彎4.91E-126.01E+021.11E+04最小彎矩上拉受彎1.82E-12-6.99E+01-9.16E+032#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎0.00E+001.04E+021.11E+04最小軸力下拉受彎-1.91E-111.04E+021.11E+04最大彎矩下拉受彎-1.91E-116.01E+021.11E+04最小彎矩上拉受彎0.00E+00-6.99E+01-9.16E+032#單元右截面:荷載組合I類型性質(zhì)Nj

5、MjR最大軸力下拉受彎0.00E+001.92E+021.11E+04最小軸力下拉受彎-1.91E-111.93E+021.11E+04最大彎矩下拉受彎-1.91E-111.16E+031.11E+04最小彎矩上拉受彎0.00E+00-1.51E+02-9.16E+033#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎7.64E-122.73E+021.11E+04最小軸力下拉受彎6.37E-121.93E+021.11E+04最大彎矩下拉受彎7.64E-121.16E+031.11E+04最小彎矩上拉受彎6.37E-12-1.51E+02-9.16E+033#單元右截面:荷載組合I

6、類型性質(zhì)NjMjR最大軸力下拉受彎7.64E-123.79E+021.11E+04最小軸力下拉受彎6.37E-122.67E+021.11E+04最大彎矩下拉受彎7.64E-121.66E+031.11E+04最小彎矩上拉受彎6.37E-12-2.43E+02-9.16E+034#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎-9.10E-132.65E+021.11E+04最小軸力下拉受彎-9.50E-123.81E+021.11E+04最大彎矩下拉受彎-9.50E-121.66E+031.11E+04最小彎矩上拉受彎-9.10E-13-2.43E+02-9.16E+034#單元右

7、截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎0.00E+003.24E+021.11E+04最小軸力下拉受彎-8.41E-123.26E+021.11E+04最大彎矩下拉受彎-8.41E-122.13E+031.11E+04最小彎矩上拉受彎0.00E+00-3.46E+02-9.16E+035#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎-3.64E-123.24E+021.11E+04最小軸力下拉受彎-8.00E-124.68E+021.11E+04最大彎矩下拉受彎-8.00E-122.13E+031.11E+04最小彎矩上拉受彎-3.64E-12-3.46E+02-9.1

8、6E+035#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎-3.64E-123.67E+021.11E+04最小軸力下拉受彎-8.00E-125.35E+021.11E+04最大彎矩下拉受彎-8.00E-122.54E+031.11E+04最小彎矩上拉受彎-3.64E-12-4.60E+02-9.16E+036#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎2.18E-125.32E+021.11E+04最小軸力下拉受彎-5.00E-123.70E+021.11E+04最大彎矩下拉受彎-4.64E-122.54E+031.11E+04最小彎矩上拉受彎1.82E-12-4.

9、60E+02-9.16E+036#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎2.18E-125.78E+021.11E+04最小軸力下拉受彎-5.00E-123.99E+021.11E+04最大彎矩下拉受彎-4.64E-122.90E+031.11E+04最小彎矩上拉受彎1.82E-12-5.85E+02-9.16E+037#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎-3.64E-123.96E+021.11E+04最小軸力下拉受彎3.82E-125.81E+021.11E+04最大彎矩下拉受彎3.82E-122.90E+031.11E+04最小彎矩上拉受彎-3.6

10、4E-12-5.85E+02-9.16E+037#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎-3.64E-124.09E+021.11E+04最小軸力下拉受彎3.82E-126.08E+021.11E+04最大彎矩下拉受彎3.82E-123.22E+031.11E+04最小彎矩上拉受彎-3.64E-12-7.20E+02-9.16E+038#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎1.09E-126.05E+021.11E+04最小軸力下拉受彎-2.16E-114.13E+021.11E+04最大彎矩下拉受彎-2.14E-113.22E+031.11E+04最小彎

11、矩上拉受彎9.10E-13-7.20E+02-9.16E+038#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎1.09E-126.11E+021.11E+04最小軸力下拉受彎-2.16E-114.12E+021.11E+04最大彎矩下拉受彎-2.14E-113.50E+031.11E+04最小彎矩上拉受彎9.10E-13-8.67E+02-9.16E+039#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎-2.73E-124.08E+021.11E+04最小軸力下拉受彎4.46E-126.15E+021.11E+04最大彎矩下拉受彎4.46E-123.50E+031.11

12、E+04最小彎矩上拉受彎-2.73E-12-8.67E+02-9.16E+039#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎-2.73E-123.91E+021.11E+04最小軸力下拉受彎4.46E-126.02E+021.11E+04最大彎矩下拉受彎4.46E-123.72E+031.11E+04最小彎矩上拉受彎-2.73E-12-1.03E+03-9.16E+0310#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎0.00E+003.91E+021.11E+04最小軸力下拉受彎-5.46E-123.96E+021.11E+04最大彎矩下拉受彎-5.46E-123.

13、72E+031.11E+04最小彎矩上拉受彎0.00E+00-1.03E+03-9.16E+0310#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎0.00E+003.60E+021.11E+04最小軸力下拉受彎-5.46E-123.65E+021.11E+04最大彎矩下拉受彎-5.46E-123.91E+031.11E+04最小彎矩上拉受彎0.00E+00-1.20E+03-9.16E+0311#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎-9.10E-133.60E+021.11E+04最小軸力下拉受彎3.91E-125.69E+021.11E+04最大彎矩下拉受彎3

14、.91E-123.91E+031.11E+04最小彎矩上拉受彎-9.10E-13-1.20E+03-9.16E+0311#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎-9.10E-133.13E+021.11E+04最小軸力下拉受彎3.91E-125.16E+021.11E+04最大彎矩下拉受彎3.91E-124.04E+031.11E+04最小彎矩上拉受彎-9.10E-13-1.38E+03-9.16E+0312#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎1.09E-125.10E+021.11E+04最小軸力下拉受彎7.50E-123.19E+021.11E+04

15、最大彎矩下拉受彎7.69E-124.04E+031.11E+04最小彎矩上拉受彎9.10E-13-1.38E+03-9.16E+0312#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎1.09E-124.37E+021.11E+04最小軸力下拉受彎7.50E-122.57E+021.11E+04最大彎矩下拉受彎7.69E-124.13E+031.11E+04最小彎矩上拉受彎9.10E-13-1.57E+03-9.60E+0313#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎-4.55E-122.52E+021.11E+04最小軸力下拉受彎6.59E-124.43E+021

16、.11E+04最大彎矩下拉受彎-5.46E-124.12E+031.11E+04最小彎矩上拉受彎7.50E-12-1.56E+03-9.60E+0313#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎-4.55E-121.75E+028.08E+03最小軸力下拉受彎6.59E-123.50E+028.08E+03最大彎矩下拉受彎-5.46E-124.17E+038.08E+03最小彎矩上拉受彎7.50E-12-1.76E+03-9.60E+0314#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎8.73E-123.43E+028.08E+03最小軸力下拉受彎2.05E-12

17、1.81E+028.08E+03最大彎矩下拉受彎8.73E-124.17E+038.08E+03最小彎矩上拉受彎2.05E-12-1.76E+03-9.60E+0314#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎1.09E-112.30E+028.08E+03最小軸力下拉受彎3.87E-129.03E+018.08E+03最大彎矩下拉受彎1.09E-114.17E+038.08E+03最小彎矩上拉受彎3.87E-12-1.98E+03-9.60E+0315#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎1.97E-112.30E+028.08E+03最小軸力下拉受彎2.

18、00E-119.03E+018.08E+03最大彎矩下拉受彎1.97E-114.17E+038.08E+03最小彎矩上拉受彎2.00E-11-1.98E+03-9.60E+0315#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎1.97E-119.61E+018.08E+03最小軸力上拉受彎2.00E-11-1.57E+01-9.60E+03最大彎矩下拉受彎1.97E-114.14E+038.08E+03最小彎矩上拉受彎2.00E-11-2.20E+03-9.60E+0316#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力下拉受彎1.64E-119.61E+018.08E+03最小

19、軸力上拉受彎1.32E-11-1.57E+01-9.60E+03最大彎矩下拉受彎1.64E-114.14E+038.08E+03最小彎矩上拉受彎1.32E-11-2.20E+03-9.60E+0316#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.64E-11-5.75E+01-9.60E+03最小軸力上拉受彎1.32E-11-1.37E+02-9.60E+03最大彎矩下拉受彎1.64E-114.06E+038.08E+03最小彎矩上拉受彎1.32E-11-2.43E+03-9.60E+0317#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎5.46E-12-5.75E

20、+01-9.60E+03最小軸力上拉受彎2.27E-12-1.37E+02-9.60E+03最大彎矩下拉受彎5.46E-124.06E+038.08E+03最小彎矩上拉受彎2.27E-12-2.43E+03-9.60E+0317#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎5.46E-12-2.31E+02-9.60E+03最小軸力上拉受彎2.27E-12-2.73E+02-9.60E+03最大彎矩下拉受彎5.46E-123.95E+038.08E+03最小彎矩上拉受彎2.27E-12-2.68E+03-9.60E+0318#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎

21、1.20E-11-2.31E+02-9.60E+03最小軸力上拉受彎1.41E-11-2.73E+02-9.60E+03最大彎矩下拉受彎1.20E-113.95E+038.08E+03最小彎矩上拉受彎1.41E-11-2.68E+03-9.60E+0318#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.20E-11-4.25E+02-9.60E+03最小軸力上拉受彎1.41E-11-4.24E+02-9.60E+03最大彎矩下拉受彎1.20E-113.77E+038.08E+03最小彎矩上拉受彎1.41E-11-2.94E+03-9.60E+0319#單元左截面:荷載組合I類型性

22、質(zhì)NjMjR最大軸力上拉受彎1.42E-11-4.25E+02-9.60E+03最小軸力上拉受彎1.18E-11-4.24E+02-9.60E+03最大彎矩下拉受彎1.42E-113.77E+038.08E+03最小彎矩上拉受彎1.18E-11-2.94E+03-9.60E+0319#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.42E-11-6.38E+02-9.60E+03最小軸力上拉受彎1.18E-11-5.90E+02-9.60E+03最大彎矩下拉受彎1.18E-113.60E+038.08E+03最小彎矩上拉受彎1.42E-11-3.24E+03-9.60E+0320#

23、單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.09E-11-6.38E+02-9.60E+03最小軸力上拉受彎6.37E-12-5.90E+02-9.60E+03最大彎矩下拉受彎9.10E-123.60E+038.08E+03最小彎矩上拉受彎8.19E-12-3.24E+03-9.60E+0320#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.09E-11-8.72E+02-9.60E+03最小軸力上拉受彎6.37E-12-7.71E+02-9.60E+03最大彎矩下拉受彎9.10E-123.39E+038.08E+03最小彎矩上拉受彎8.19E-12-3.57E+

24、03-9.60E+0321#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.31E-11-8.72E+02-9.60E+03最小軸力上拉受彎1.14E-11-7.71E+02-9.60E+03最大彎矩下拉受彎1.09E-113.39E+038.08E+03最小彎矩上拉受彎1.36E-11-3.57E+03-9.60E+0321#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.31E-11-1.13E+03-9.60E+03最小軸力上拉受彎1.14E-11-9.67E+02-9.60E+03最大彎矩下拉受彎1.09E-113.14E+038.08E+03最小彎矩上拉受彎1

25、.36E-11-3.92E+03-9.60E+0322#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.64E-11-1.13E+03-9.60E+03最小軸力上拉受彎1.27E-11-9.67E+02-9.60E+03最大彎矩下拉受彎1.36E-113.14E+038.08E+03最小彎矩上拉受彎1.55E-11-3.92E+03-9.60E+0322#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.64E-11-1.40E+03-9.60E+03最小軸力上拉受彎1.27E-11-1.18E+03-9.60E+03最大彎矩下拉受彎1.27E-112.87E+038.0

26、8E+03最小彎矩上拉受彎1.64E-11-4.29E+03-9.60E+0323#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.31E-11-1.40E+03-9.60E+03最小軸力上拉受彎5.46E-12-1.18E+03-9.60E+03最大彎矩下拉受彎5.46E-122.87E+038.08E+03最小彎矩上拉受彎1.31E-11-4.29E+03-9.60E+0323#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.31E-11-1.69E+03-9.60E+03最小軸力上拉受彎5.46E-12-1.40E+03-9.60E+03最大彎矩下拉受彎5.46E

27、-122.54E+038.08E+03最小彎矩上拉受彎1.31E-11-4.67E+03-9.60E+0324#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.09E-11-1.69E+03-9.60E+03最小軸力上拉受彎6.14E-12-1.40E+03-9.60E+03最大彎矩下拉受彎6.14E-122.54E+038.08E+03最小彎矩上拉受彎1.09E-11-4.67E+03-9.60E+0324#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.09E-11-2.01E+03-9.60E+03最小軸力上拉受彎6.14E-12-1.65E+03-9.60E+0

28、3最大彎矩下拉受彎6.14E-122.18E+038.08E+03最小彎矩上拉受彎1.09E-11-5.07E+03-9.60E+0325#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.42E-11-2.01E+03-9.60E+03最小軸力上拉受彎1.27E-11-1.65E+03-9.60E+03最大彎矩下拉受彎1.27E-112.18E+038.08E+03最小彎矩上拉受彎1.42E-11-5.07E+03-9.60E+0325#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.42E-11-2.34E+03-9.60E+03最小軸力上拉受彎1.27E-11-1.

29、90E+03-9.60E+03最大彎矩下拉受彎1.27E-111.78E+038.08E+03最小彎矩上拉受彎1.42E-11-5.48E+03-9.60E+0326#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.31E-11-2.34E+03-9.60E+03最小軸力上拉受彎1.71E-11-1.90E+03-9.60E+03最大彎矩下拉受彎1.71E-111.78E+038.08E+03最小彎矩上拉受彎1.31E-11-5.48E+03-9.60E+0326#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.31E-11-2.69E+03-1.01E+04最小軸力上

30、拉受彎1.71E-11-2.17E+03-1.01E+04最大彎矩下拉受彎1.71E-111.34E+038.08E+03最小彎矩上拉受彎1.31E-11-5.91E+03-1.01E+0427#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.97E-11-2.69E+03-1.01E+04最小軸力上拉受彎1.86E-11-2.17E+03-1.01E+04最大彎矩下拉受彎1.64E-111.33E+038.08E+03最小彎矩上拉受彎2.19E-11-5.89E+03-1.01E+0427#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.97E-11-3.07E+03

31、-1.01E+04最小軸力上拉受彎1.86E-11-2.46E+03-1.01E+04最大彎矩下拉受彎1.64E-118.81E+028.08E+03最小彎矩上拉受彎2.19E-11-6.37E+03-1.01E+0428#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.31E-11-3.07E+03-1.01E+04最小軸力上拉受彎2.14E-11-2.46E+03-1.01E+04最大彎矩下拉受彎1.09E-118.81E+028.08E+03最小彎矩上拉受彎2.36E-11-6.37E+03-1.01E+0428#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.9

32、7E-11-3.46E+03-1.01E+04最小軸力上拉受彎2.68E-11-2.76E+03-1.01E+04最大彎矩下拉受彎1.64E-114.28E+028.08E+03最小彎矩上拉受彎3.01E-11-6.88E+03-1.01E+0429#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.53E-11-3.46E+03-1.01E+04最小軸力上拉受彎2.55E-11-2.76E+03-1.01E+04最大彎矩下拉受彎1.27E-114.28E+028.08E+03最小彎矩上拉受彎2.80E-11-6.88E+03-1.01E+0429#單元右截面:荷載組合I類型性質(zhì)Nj

33、MjR最大軸力上拉受彎1.53E-11-3.87E+03-1.01E+04最小軸力上拉受彎2.55E-11-3.08E+03-1.01E+04最大彎矩上拉受彎1.27E-11-5.92E+01-1.01E+04最小彎矩上拉受彎2.80E-11-7.42E+03-1.01E+0430#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.31E-11-3.87E+03-1.01E+04最小軸力上拉受彎1.86E-11-3.08E+03-1.01E+04最大彎矩上拉受彎1.09E-11-5.92E+01-1.01E+04最小彎矩上拉受彎2.08E-11-7.42E+03-1.01E+0430

34、#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.53E-11-4.31E+03-1.01E+04最小軸力上拉受彎2.05E-11-3.41E+03-1.01E+04最大彎矩上拉受彎1.27E-11-5.87E+02-1.01E+04最小彎矩上拉受彎2.30E-11-7.97E+03-1.01E+0431#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.53E-11-4.31E+03-1.01E+04最小軸力上拉受彎1.41E-11-3.41E+03-1.01E+04最大彎矩上拉受彎1.27E-11-5.87E+02-1.01E+04最小彎矩上拉受彎1.66E-11-7

35、.97E+03-1.01E+0431#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.75E-11-4.76E+03-1.01E+04最小軸力上拉受彎1.59E-11-3.75E+03-1.01E+04最大彎矩上拉受彎1.46E-11-1.15E+03-1.01E+04最小彎矩上拉受彎1.88E-11-8.55E+03-1.01E+0432#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.75E-11-4.76E+03-1.01E+04最小軸力上拉受彎2.14E-11-3.75E+03-1.01E+04最大彎矩上拉受彎1.46E-11-1.15E+03-1.01E+04

36、最小彎矩上拉受彎2.43E-11-8.55E+03-1.01E+0432#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.97E-11-5.24E+03-1.01E+04最小軸力上拉受彎2.32E-11-4.11E+03-1.01E+04最大彎矩上拉受彎1.64E-11-1.74E+03-1.01E+04最小彎矩上拉受彎2.65E-11-9.14E+03-1.01E+0433#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.75E-11-5.24E+03-1.01E+04最小軸力上拉受彎2.37E-11-4.11E+03-1.01E+04最大彎矩上拉受彎1.46E-11

37、-1.74E+03-1.01E+04最小彎矩上拉受彎2.66E-11-9.14E+03-1.01E+0433#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.75E-11-5.73E+03-1.01E+04最小軸力上拉受彎2.37E-11-4.49E+03-1.01E+04最大彎矩上拉受彎1.46E-11-2.38E+03-1.01E+04最小彎矩上拉受彎2.66E-11-9.76E+03-1.01E+0434#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.53E-11-5.73E+03-1.01E+04最小軸力上拉受彎2.18E-11-4.49E+03-1.01E+

38、04最大彎矩上拉受彎1.27E-11-2.38E+03-1.01E+04最小彎矩上拉受彎2.44E-11-9.76E+03-1.01E+0434#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.31E-11-6.24E+03-1.01E+04最小軸力上拉受彎2.00E-11-4.88E+03-1.01E+04最大彎矩上拉受彎1.09E-11-2.97E+03-1.01E+04最小彎矩上拉受彎2.22E-11-1.05E+04-1.01E+0435#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.75E-11-6.24E+03-1.01E+04最小軸力上拉受彎2.32E-

39、11-4.88E+03-1.01E+04最大彎矩上拉受彎1.46E-11-2.97E+03-1.01E+04最小彎矩上拉受彎2.61E-11-1.05E+04-1.01E+0435#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.53E-11-6.78E+03-1.01E+04最小軸力上拉受彎2.14E-11-5.29E+03-1.01E+04最大彎矩上拉受彎1.27E-11-3.54E+03-1.01E+04最小彎矩上拉受彎2.39E-11-1.13E+04-1.01E+0436#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.75E-11-6.78E+03-1.01E+04最小軸力上拉受彎2.32E-11-5.29E+03-1.01E+04最大彎矩上拉受彎1.46E-11-3.54E+03-1.01E+04最小彎矩上拉受彎2.61E-11-1.13E+04-1.01E+0436#單元右截面:荷載組合I類型性質(zhì)NjMjR最大軸力上拉受彎1.75E-11-7.33E+03-1.01E+04最小軸力上拉受彎2.32E-11-5.71E+03-1.01E+04最大彎矩上拉受彎2.32E-11-4.03E+03-1.01E+04最小彎矩上拉受彎1.75E-11-1.22E+04-1.01E+0437#單元左截面:荷載組合I類型性質(zhì)NjMjR最大軸力上