层次杆件截面内力种类恒载活载地震地震内力左右①②③④2C2C1上端M21.037.74-142.70142.7036.07N1223.02219.38-371.95371.951774.75下端M25.265.11-142.70142.7037.47N1261.90219.38-371.95371.951821.41V-12.86-3.57-83.4183.41-20.43上端M-19.13-7.10-178.09178.09-32.90N1411.90335.3747.35-47.352163.81下端M-22.56-8.07-178.09178.09-38.37N1450.78335.3747.35-47.352210.46V11.584.21-69.4269.4219.80E2E1上端M19.137.10-178.09178.0932.90N1411.90335.37-47.3547.352163.80下端M22.568.07-178.09178.0938.37N1450.78335.37-47.3547.352210.46V-11.58-4.21-69.4269.42-19.79F2F1上端M-21.03-7.74-142.70142.70-36.07N1223.02219.38371.95-371.951774.75下端M-25.26-5.11-142.70142.70-37.47N1261.90219.38371.95-371.951821.41V12.863.57-83.4183.4120.43表7.3框架柱内力组合表第二层1.2恒+1.4活D2D1内力组合最不利内力组合MmaxMMNNmaxNmin35.97-155.63215.39215.39215.3935.971866.071115.722082.792082.792082.791866.0739.11-152.13218.89218.89218.8937.471918.561162.372129.442129.442129.441821.41-20.86-126.0190.86-32.78-258.73204.30258.7332.78258.732234.731957.061833.951957.062234.731957.06-38.37-263.43199.60263.43263.43199.62287.222003.721880.612003.722003.721880.6119.76-73.82106.6732.78-204.30258.73258.7332.78204.32234.731833.951957.061957.062234.731833.9538.36-199.60263.43263.4338.36199.62287.221880.612003.722003.722287.221880.61-19.76-106.6773.82-35.97-215.39155.63215.39215.3935.971866.072082.791115.722082.792082.791866.07-39.11-218.89152.13218.89218.8937.471918.562129.441162.372129.442129.441821.4120.86-90.86126.01力组合表第二层1.35恒+0.98活1.2(恒+0.5活)+1.3地震左1.3地震右
