框架结构内力组合计算.pdf

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1、横向框架梁的内力组合表（附表5）恒载活载左风载右风载不考虑地震的组合不利内力层次控制截面不利内力1.35恒1.2恒+1.4风（不1.0恒+1.4风（有1.2恒+0.9（1.4活1.2恒+1.4SGKSQKSWK（左）SWK（右）活+1.4*0.7利）利）+1.4风）（不利）+Mmax-MmaxVmax活左风右风左风右风左风右风M58.78-5.4110.99-10.9962.9674.0585.9255.1574.1743.3977.5749.8785.92--AV78.3421.442.30-2.30124.01126.7697.2290.788

2、1.5675.11123.91118.11--126.76AB跨M78.884.062.30-2.30100.33110.4697.8891.4382.1075.66102.6696.87110.46--M80.48-5.894.19-4.1988.33102.88102.4490.7186.3474.6294.4383.88102.88--B左V-85.19-22.372.30-2.30-133.55-136.93-99.00-105.44-81.97-88.41-127.52-133.31---136.93M-31.45-1.634.46-4.

3、46-40.02-44.05-31.49-43.99-25.20-37.70-34.17-45.42--45.42B右V22.817.042.98-2.9837.2237.6931.5423.2126.9818.6539.9832.49--39.98四层BC跨M-17.44-0.692.98-2.98-21.89-24.22-16.76-25.09-13.28-21.61-18.05-25.55--25.55-M31.451.634.46-4.4640.0244.0543.9931.4937.7025.2045.4234.1745.42--C左V2

4、2.817.042.98-2.9837.2337.6931.5423.2126.9818.6539.9932.4939.99--M80.485.894.19-4.19104.82114.42102.4490.7186.3474.62109.2798.72109.27--C右V85.1922.372.30-2.30133.55136.93105.4599.0188.4181.97133.31127.51133.31--CD跨M78.884.062.30-2.30100.33110.4697.8891.4382.1075.66102.6696.8711

5、0.46--M57.87-5.4110.99-10.9961.8772.8284.8354.0673.2642.4876.4748.7876.47--DV78.3421.442.30-2.30124.01126.7697.2290.7881.5675.11123.91118.11--126.76M82.7519.2324.70-24.70126.22130.55133.8964.71117.3448.16154.6592.40154.65-AV88.1221.525.16-5.16135.87140.05112.9798.5195.3480.891

6、39.36126.35--140.05AB跨M72.3318.645.16-5.16112.89115.9194.0279.5779.5665.10116.78103.77116.78--M92.2422.009.37-9.37141.48146.08123.8097.57105.3579.13150.20126.60150.20--B左V90.9922.885.16-5.16141.22145.26116.42101.9698.2283.77144.52131.52--145.26M21.816.899.98-9.9835.8236.1940.1

7、412.1935.787.8347.4322.2747.43--B右V17.747.046.66-6.6631.1430.8530.6111.9727.068.4238.5421.77--38.54三层BC跨M-5.64-2.056.66-6.66-9.64-9.622.55-16.093.68-14.96-0.96-17.74--17.74-M21.816.899.98-9.9835.8236.1940.1412.1935.787.8347.4322.2747.43--C左V17.747.046.66-6.6631.1430.8530.6111.

8、9727.068.4238.5421.77--38.54M92.2422.009.37-9.37141.48146.081