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1、截面内力重力荷载代表值(KN)左地震作用(KN)右地震作用(KN)内力组合数值1.2*数值数值1.3*数值数值1.3*数值Mmax (KNm)Nmin(KN)A-A1柱柱下端M(A-A1)KNm-0.48 -0.58 -44.97 -58.46 44.97 58.46 58.46 58.46 N(A-A1)KN-556.50 -667.80 55.89 72.66 -55.89 -72.66 72.66 -72.66 V(A-A1)KN-0.24 -0.28 17.90 23.27 -17.90 -23.27 23.27 -23.27 柱上端M(A1-A)KNm0.57 0.68 34.71
2、45.12 -34.71 -45.12 45.12 -45.12 N(A1-A)KN556.50 667.80 -55.89 -72.66 55.89 72.66 72.66 72.66 V(A1-A)KN-0.24 -0.28 -17.90 -23.27 17.90 23.27 23.27 23.27 A1-A2柱柱下端M(A1-A2)KNm-1.89 -2.27 -17.45 -22.69 17.45 22.69 22.69 22.69 N(A1-A2)KN-409.60 -491.52 37.59 48.87 -37.59 -48.87 48.87 -48.87 V(A1-A2)KN1.
3、26 1.51 13.05 16.97 -13.05 -16.97 16.97 -16.97 柱上端M(A2-A1)KNm1.89 2.27 21.70 28.21 -21.70 -28.21 28.21 -28.21 N(A2-A1)KN409.60 491.52 -37.59 -48.87 37.59 48.87 48.87 48.87 V(A2-A1)KN-1.26 -1.51 -13.05 -16.97 13.05 16.97 16.97 16.97 A2-A3柱柱下端M(A2-A3)KNm-2.58 -3.09 -17.36 -22.57 17.36 22.57 22.57 22.5
4、7 N(A2-A3)KN-294.00 -352.80 23.39 30.41 -23.39 -30.41 30.41 -30.41 V(A2-A3)KN1.73 2.07 12.15 15.80 -12.15 -15.80 15.80 -15.80 柱上端M(A3-A2)KNm2.61 3.13 19.10 24.83 -19.10 -24.83 24.83 -24.83 N(A3-A2)KN294.00 352.80 -23.39 -30.41 23.39 30.41 30.41 30.41 V(A3-A2)KN-1.73 -2.07 -12.15 -15.80 12.15 15.80 1
5、5.80 15.80 A3-A4柱柱下端M(A3-A4)KNm-2.95 -3.54 -12.80 -16.64 12.80 16.64 16.64 16.64 N(A3-A4)KN-178.80 -214.56 11.91 15.48 -11.91 -15.48 15.48 -15.48 V(A3-A4)KN1.93 2.31 9.37 12.18 -9.37 -12.18 12.19 -12.19 柱上端M(A4-A3)KNm2.84 3.40 15.32 19.92 -15.32 -19.92 19.92 -19.92 N(A4-A3)KN178.80 214.56 -11.91 -15
6、.48 11.91 15.48 15.48 15.48 V(A4-A3)KN-1.93 -2.31 -9.37 -12.18 9.37 12.18 12.18 12.18 A4-A5柱柱下端M(A4-A5)KNm-3.44 -4.13 -7.44 -9.67 7.44 9.67 9.67 9.67 N(A4-A5)KN-63.89 -76.67 3.69 4.80 -3.69 -4.80 4.80 -4.80 V(A4-A5)KN2.51 3.01 6.01 7.82 -6.01 -7.82 7.82 -7.82 柱上端M(A5-A4)KNm4.19 5.03 10.60 13.78 -10.
7、60 -13.78 13.78 -13.78 N(A5-A4)KN63.89 76.67 -3.69 -4.80 3.69 4.80 4.80 4.80 V(A5-A4)KN-2.51 -3.01 -6.01 -7.82 6.01 7.82 7.82 7.82 B-B1柱柱下端M(B-B1)KNm-0.13 -0.16 -50.23 -65.30 50.23 65.30 65.30 65.30 N(B-B1)KN-432.40 -518.88 -0.07 -0.09 -0.07 -0.09 0.09 -0.09 V(B-B1)KN0.00 0.00 21.45 27.89 -21.45 -27
8、.89 27.89 -27.89 柱上端M(B1-B)KNm0.13 0.16 45.24 58.81 -45.24 -58.81 58.81 -58.81 N(B1-B)KN-432.40 -518.88 0.07 0.09 0.07 0.09 0.09 0.09 V(B1-B)KN0.00 0.00 -21.45 -27.89 21.45 27.89 27.89 27.89 B1-B2柱柱下端M(B1-B2)KNm-0.12 -0.15 -37.06 -48.18 37.06 48.18 48.18 48.18 N(B1-B2)KN-276.30 -331.56 0.06 0.08 -0.
9、06 -0.08 0.08 -0.08 V(B1-B2)KN0.00 0.00 24.87 32.33 -24.87 -32.33 32.33 -32.33 柱上端M(B2-B1)KNm0.13 0.16 37.54 48.80 -37.54 -48.80 48.80 -48.80 N(B2-B1)KN-276.30 -331.56 0.06 0.08 0.06 0.08 0.08 0.08 V(B2-B1)KN0.00 0.00 -24.87 -32.33 24.87 32.33 32.33 32.33 B2-B3柱柱下端M(B2-B3)KNm-0.08 -0.09 -29.16 -37.9
10、1 29.16 37.91 37.91 37.91 N(B2-B3)KN-216.30 -259.56 -0.06 -0.08 -0.06 -0.08 0.08 -0.08 V(B2-B3)KN0.00 0.00 19.91 25.88 -19.91 -25.88 25.88 -25.88 柱上端M(B3-B2)KNm0.10 0.11 30.57 39.74 -30.57 -39.74 39.74 -39.74 N(B3-B2)KN-216.30 -259.56 0.06 0.08 0.06 0.08 0.08 0.08 V(B3-B2)KN0.00 0.00 -19.91 -25.88 1
11、9.91 25.88 25.88 25.88 B3-B4柱柱下端M(B3-B4)KNm-0.04 -0.04 -22.77 -29.60 22.77 29.60 29.60 29.60 N(B3-B4)KN-155.30 -186.36 -0.05 -0.07 -0.05 -0.07 0.07 -0.07 V(B3-B4)KN0.00 0.00 15.63 20.32 -15.63 -20.32 20.32 -20.32 柱上端M(B4-B3)KNm0.05 0.06 24.14 31.38 -24.14 -31.38 31.38 -31.38 N(B4-B3)KN-155.30 -186.3
12、6 0.05 0.07 0.05 0.07 0.07 0.07 V(B4-B3)KN0.00 0.00 -15.63 -20.32 15.63 20.32 20.32 20.32 B4-B5柱柱下端M(B4-B5)KNm0.00 0.00 -14.11 -18.34 14.11 18.34 18.34 18.34 N(B4-B5)KN-93.70 -112.44 -0.03 -0.04 -0.03 -0.04 0.04 -0.04 V(B4-B5)KN0.00 0.00 10.17 13.22 -10.17 -13.22 13.22 -13.22 柱上端M(B5-B4)KNm0.00 0.00 16.40 21.32 -16.40 -21.32 21.32 -21.32 N(B5-B4)KN-93.70 -112.44 0.03 0.04 0.03 0.04 0.04 0.04 V(B5-B4)KN0.00 0.00 -10.17 -13.22 10.17 13.22 13.22 13.22 A1-B1梁梁左M(A1-B1)KNm2.46 2.95 52.16 67.81
