1、中国石油大学（华东）本科毕业设计（论文）88附录 A表 A1梁的内力组合表层次截面位置内力 恒载 活载 风载 地震1.2*恒 1.3*地震1.0*恒1.3*地震1.35*恒+0.7*1.4*活1.2*恒+1.4*活1.0 恒+1.4*活1.2*恒+1.4*活0.6*1.4*风载1.0*恒+1.4*活0.6*1.4*风载1.2*恒+0.7*1.4*活1.4*风载1.0*恒+0.7*1.4*活1.4*风载MAX MINM -30.2 -3.5 5.36 42.81 14.533 -68.95 19.0673 -64.41 -44.2 -41.18 -35.13 -36.67 -45.68 -30.
2、6 -39.63 -32.2 -47.21 -26.2 -41.164 19.067 -68.95AV 50.07 4.96 -1.65 -10.5 43.464 68.893 34.1013 59.53 72.46 67.028 57.014 65.642 68.414 55.63 58.4 62.63 67.255 52.62 57.2408 72.455 34.10M -37.9 -3.91 2.84 -23.1 -56.66 -11.61 -50.97 -5.925 -55 -50.99 -43.4 -48.6 -53.38 -41 -45.79 -45.4 -53.32 -37.8
3、-45.738 -5.925 -56.66B左 V 49.03 3.8 1.65 10.46 67.726 42.298 58.5572 33.129 69.91 64.156 54.35 65.542 62.77 55.74 52.964 64.87 60.25 55.06 50.444 69.915 33.12M -11.2 -0.77 -2.2 17.91 7.4003 -27.52 9.07725 -25.85 -15.8 -14.49 -12.26 -16.34 -12.65 -14.1 -10.41 -17.3 -11.09 -15 -8.8546 9.0773 -27.52B右
4、V 9.59 0.82 1.83 -14.9 -7.387 28.907 -9.1808 27.114 13.75 12.656 10.738 14.193 11.119 12.28 9.2008 14.87 9.7496 12.96 7.8316 28.907 -9.18MAB 45.72 4.037 1.26 9.86 50.758 31.531 43.9005 24.674 65.67 60.511 51.368 61.569 59.453 52.43 50.309 60.58 57.051 51.44 47.9083 65.673 24.67五层跨中 MBC -9.39 -0.85 0
5、 0 -8.455 -8.455 -7.0455 -7.046 -13.5 -12.46 -10.58 -12.46 -12.46 -10.6 -10.58 -12.1 -12.1 -10.2 -10.224 -7.046 -13.51M -47.4 -14.3 14.26 104.1 58.772 -144.1 65.886 -137 -78 -76.87 -67.38 -64.89 -88.84 -55.4 -79.36 -50.9 -90.85 -41.4 -81.359 65.886 -144.1AV 67.42 20.95 -3.45 -25.3 44.857 106.43 32.2
6、491 93.826 111.5 110.23 96.75 107.34 113.13 93.85 99.648 96.61 106.27 83.12 92.781 113.13 32.24M -50.8 -15.7 7.48 -55.5 -99.83 8.4578 -92.212 16.072 -84 -82.95 -72.8 -76.66 -89.23 -66.5 -79.08 -65.9 -86.81 -55.7 -76.657 16.072 -99.83B左 V 55.56 18.05 3.45 25.33 93.127 31.55 82.7372 21.16 92.7 91.942
7、80.83 94.84 89.044 83.73 77.932 89.19 79.531 78.08 68.419 94.84 21.16M -8.78 -3.59 5.79 43.03 34.052 -49.86 35.3693 -48.54 -15.4 -15.56 -13.81 -10.7 -20.43 -8.94 -18.67 -5.95 -22.16 -4.19 -20.404 35.369 -49.86B右 V 8.16 4.5 -4.85 -35.9 -34.43 52.743 -35.958 51.217 15.43 16.092 14.46 12.018 20.166 10.
8、39 18.534 7.412 20.992 5.78 19.36 52.743 -35.96MBC 49.41 15.58 3.39 24.27 68.134 20.808 60.7223 13.396 81.97 81.101 71.218 83.948 78.253 74.07 68.371 79.3 69.813 69.42 59.9305 83.948 13.39四层跨中 MCD -8.15 -2.07 0 0 -7.336 -7.336 -6.1133 -6.113 -13 -12.68 -11.05 -12.68 -12.68 -11 -11.05 -11.8 -11.81 -1
9、0.2 -10.178 -6.113 -13.03M -46.8 -14.8 23.71 155.7 109.68 -193.9 116.691 -186.8 -77.6 -76.79 -67.43 -56.87 -96.7 -47.5 -87.35 -37.4 -103.8 -28 -94.429 116.69 -193.9AV 66.97 21.27 -5.7 -37.7 29.352 120.93 16.8291 108.4 111.3 110.14 96.748 105.35 114.93 91.96 101.54 93.23 109.19 79.83 95.7946 120.93 1
10、6.82M -50.2 -16.1 12.22 -81.7 -124.8 34.411 -117.27 41.944 -83.6 -82.8 -72.76 -72.54 -93.07 -62.5 -83.02 -58.9 -93.15 -48.9 -83.106 41.944 -124.8B左 V 56.01 17.73 5.7 37.67 108.63 17.055 98.1572 6.5815 92.99 92.034 80.832 96.822 87.246 85.62 76.044 92.57 76.607 81.37 65.4054 108.63 6.58M -8.99 -3.45
11、9.47 63.28 53.607 -69.79 54.9555 -68.44 -15.5 -15.62 -13.82 -7.663 -23.57 -5.87 -21.77 -0.91 -27.43 0.887 -25.629 54.956 -69.79B右 V 8.16 4.5 -7.87 -52.7 -54.94 73.249 -56.464 71.723 15.43 16.092 14.46 9.4812 22.703 7.849 21.071 3.184 25.22 1.552 23.588 73.249 -56.46MBC 49.41 15.58 5.75 37.01 80.556
12、8.3861 73.1438 0.9743 81.97 81.101 71.218 85.931 76.271 76.05 66.388 82.61 66.509 72.73 56.6265 85.931 0.97三层跨中 MCD -8.15 -2.07 0 0 -7.336 -7.336 -6.1133 -6.113 -13 -12.68 -11.05 -12.68 -12.68 -11 -11.05 -11.8 -11.81 -10.2 -10.178 -6.113 -13.03M -46.9 -14.8 35.17 205.2 157.89 -242.3 164.922 -235.3 -
13、77.8 -76.97 -67.6 -47.43 -106.5 -38.1 -97.14 -21.5 -120 -12.1 -110.62 164.92 -242.3AV 67.04 21.37 -8.5 -49.9 14.578 135.86 2.04111 123.32 111.4 110.37 96.958 103.23 117.51 89.82 104.1 89.49 113.29 76.08 99.8826 135.86 2.041M -50.3 -16.3 18.36 -109 -151.6 61.064 -144.06 68.609 -83.9 -83.19 -73.13 -67
14、.77 -98.62 -57.7 -88.56 -50.6 -102 -40.6 -91.988 68.609 -151.6B左 V 55.93 17.63 8.5 49.89 123.39 2.1122 112.936 -8.347 92.78 91.798 80.612 98.938 84.658 87.75 73.472 96.29 72.493 85.11 61.3074 123.39 -8.34M -8.96 -3.37 14.23 84.52 74.343 -90.47 75.687 -89.13 -15.4 -15.47 -13.68 -3.517 -27.42 -1.72 -2
15、5.63 5.867 -33.98 7.659 -32.185 75.687 -90.47B右 V 8.16 4.5 -11.9 -70.4 -76.45 94.763 -77.978 93.237 15.43 16.092 14.46 6.1296 26.054 4.498 24.422 -2.4 30.806 -4.03 29.174 94.763 -77.98MBC 49.41 15.58 8.41 48.08 91.349 -2.407 83.937 -9.819 81.97 81.101 71.218 88.165 74.036 78.28 64.154 86.33 62.785 7
16、6.45 52.9025 91.349 -9.81二层跨中 MCD -8.15 -2.07 0 0 -7.336 -7.336 -6.1133 -6.113 -13 -12.68 -11.05 -12.68 -12.68 -11 -11.05 -11.8 -11.81 -10.2 -10.178 -6.113 -13.03中国石油大学（华东）本科毕业设计（论文）89续表 A1层次截面位置内力 恒载 活载 风载 地震1.2*恒1.3*地震1.0*恒1.3*地震1.35*恒+0.7*1.4*活1.2*恒+1.4*活1.0 恒+1.4*活1.2*恒+1.4*活0.6*1.4*风载1.0*恒+1.4*
17、活0.6*1.4*风载1.2*恒+0.7*1.4*活1.4*风载1.0*恒+0.7*1.4*活1.4*风载MAX MINM -43.8 -13.8 40.5 205.9 161.42 -240.2 167.979 -233.6 -72.6 -71.82 -63.07 -37.8 -105.8 -29.1 -97.09 -9.32 -122.7 -0.57 -113.97 167.98 -240.2AV 65.06 20.94 -10.8 -54.8 6.3515 139.64 -5.8148 127.48 108.4 107.39 94.376 98.299 116.48 85.29 103.
18、46 83.45 113.74 70.43 100.729 139.64 -5.81M -48.1 -16.2 27.46 -139 -179.3 92.648 -172.08 99.869 -80.8 -80.41 -70.78 -57.34 -103.5 -47.7 -93.84 -35.2 -112.1 -25.5 -102.43 99.869 -179.3B左 V 57.91 18.06 10.82 54.83 131.62 -1.671 120.792 -12.5 95.88 94.776 83.194 103.86 85.687 92.28 74.105 102.3 72.043
19、90.76 60.4608 131.62 -12.5M -10 -3.47 21.42 108.1 96.369 -114.4 97.8705 -112.9 -16.9 -16.87 -14.87 1.1228 -34.86 3.125 -32.86 14.58 -45.4 16.58 -43.399 97.871 -114.4B右 V 8.16 4.5 -17.9 -90.7 -101 119.35 -102.57 117.83 15.43 16.092 14.46 1.098 31.086 -0.53 29.454 -10.8 39.192 -12.4 37.56 119.35 -102.
20、6MBC 49.98 15.79 6.43 33.24 77.395 12.577 69.897 5.079 82.95 82.08 72.083 87.481 76.679 77.48 66.682 84.45 66.448 74.46 56.4513 87.481 5.079一层跨中 MCD -8.55 -2.19 0 0 -7.692 -7.692 -6.4103 -6.41 -13.7 -13.32 -11.61 -13.32 -13.32 -11.6 -11.61 -12.4 -12.4 -10.7 -10.692 -6.41 -13.68注:1、单位：弯矩 kN.m、剪力 KN；弯
21、矩以下部受拉为正，剪力以向上为正；2、表中竖向荷载作用下的梁端弯矩均乘以 0.85 的调幅系数；3、活荷载未考虑不利布置，组合中跨中弯矩乘以 1.1 的放大系数；4、地震作用的组合乘以抗震调整系数受弯乘 0.75 受剪乘 0.85，其它组合乘 1.0 的结构重要性系数;5、地震作用组合的剪力乘 1.1 的放大系数。中国石油大学（华东）本科毕业设计（论文）90表 A2A 柱内力组合表层次截面位置内力 恒载活载风荷载地震荷载1.2*恒1.3*地震1.0*恒1.3*地震1.35*恒+0.7*1.4*活载1.2*恒+1.4*活载1.0*恒+1.4*活载1.2*恒+1.4*活0.6*1.4*风1.0*恒
22、+1.4* 活0.6*1.4*风1.2*恒+0.7*1.4*活1.4*风1.0*恒+0.7*1.4*活1.4*风 MAX MINM 35.5 4.12 -5.3 -42.8 -9.73 73.74 -15.07 68.40 52.04 48.44 41.32 43.9 52.94 36.82 45.83 39.20 54.21 32.09 47.10 73.74 -15.06N -155. -34. 1.65 10.46 -129.5 -149.9 -106.2 -126.6 -243.01 -234.0 -203.0 -232. -235.4 -201.62 -204.3 -217.41 -
23、222.03 -186.36 -190.98 -106. -243.01柱顶V - - 2.48 19.82 21.90 -21.90 21.90 -21.90 - - - 2.08 -2.083 2.083 -2.08 3.47 -3.47 3.47 -3.47 21.90 -21.90M 29.0 7.56 -3.5 -28.5 -1.71 53.93 -6.06 49.58 46.57 45.39 39.59 42.3 48.39 36.59 42.59 37.22 47.21 31.42 41.41 53.93 -6.06N -155. -34. 1.65 10.16 -129.1 -
24、149.6 -106.5 -126.3 -243.01 -234.0 -203.0 -232. -235.4 -201.62 -204.3 -217.41 -222.03 -186.36 -190.98 -106. -243.015柱底 V - - 2.48 19.82 21.90 -21.90 21.90 -21.90 - - - 2.08 -2.083 2.08 -2.08 3.47 -3.47 3.47 -3.47 21.90 -21.90M 26.7 9.22 -10 -75.5 -49.52 104.25 -53.54 93.72 45.20 45.05 39.69 36.0 54.
25、03 30.71 48.67 26.21 56.14 20.85 50.79 104.2 -53.53N -339. -84. 5.1 35.79 -270.3 -362.8 -219.4 -289.2 -540.42 -524.9 -457.0 -520. -529.2 -452.80 -461.3 -482.40 -496.68 -414.57 -428.85 -219. -540.42柱顶V - - 5.4 36.14 39.9 -39.93 39.93 -39.93 - - - 4.53 -4.53 4.53 -4.53 7.56 -7.56 7.56 -7.56 39.93 -39.
26、93M 27.5 8.68 -8.7 -61.7 -35.48 90.67 -39.61 80.87 45.64 45.16 39.66 37.8 52.51 32.31 47.01 29.26 53.76 23.76 48.26 90.67 -39.61N -339. -84. 5.1 35.79 -270.3 -362.8 -219.4 -289.2 -540.42 -524.9 -457.0 -520. -529.2 -452.80 -461.3 -482.40 -496.68 -414.57 -428.85 -219. -540.424柱底 V - - 5.4 36.14 39.93
27、-39.93 39.93 -39.93 - - - 4.53 -4.53 4.53 -4.53 7.56 -7.56 7.56 -7.56 39.93 -39.93M 27.5 8.68 -15 -93.8 -71.21 124.03 -70.89 119.6 45.64 45.16 39.66 32.5 57.73 27.09 52.22 20.57 62.46 15.07 56.96 124.0 -71.21N -523. -13 10.8 73.46 -426.2 -579.0 -321.0 -495.2 -838.75 -816.7 -712.0 -807. -825.8 -703.0
28、0 -721.1 -745.10 -775.34 -640.39 -670.63 -321 -838.75柱顶V - - 6.31 52.15 57.62 -57.62 57.62 -57.62 - - - 5.30 -5.30 5.30 -5.30 8.83 -8.83 8.83 -8.83 57.62 -57.62M 27.3 8.64 -15 -93.8 -71.34 123.91 -70.98 119.5 45.43 44.95 39.47 32.3 57.51 26.90 52.04 20.37 62.26 14.90 56.79 123.9 -71.34N -523. -13 10
29、.8 73.46 -426.2 -579.0 -321.0 -495.2 -838.75 -816.7 -712.0 -807. -825.8 -703.00 -721.1 -745.10 -775.34 -640.39 -670.63 -321 -838.753柱底 V - - 6.31 52.15 57.62 -57.62 57.62 -57.62 - - - 5.30 -5.30 5.300 -5.30 8.83 -8.83 8.83 -8.83 57.62 -57.62M 27.7 8.76 -20 -111 -89.13 142.47 -93.58 138.0 46.08 45.6
30、40.04 28.6 62.57 23.06 57.02 13.62 70.21 8.07 64.65 142.4 -93.58N -707 -18 19.3 123.3 -551.0 -807.6 -437.8 -694.4 -1136.8 -1108. -966.9 -109 -1124. -950.70 -983.1 -1003.6 -1057.6 -862.16 -916.15 -437. -1136.8柱顶V - - 11.2 61.86 68.3 -68.35 68.35 -68.35 - - - 9.43 -9.43 9.43 -9.43 15.72 -15.72 15.72 -
31、15.72 68.35 -68.355M 31.2 9.86 -20. -111. -85.82 145.78 -90.82 140.7 51.82 51.28 45.03 34.3 68.25 28.05 62.01 18.84 75.43 12.598 69.18 145.7 -90.82N -707. -18 19.3 123.3 -551.0 -807.6 -437.8 -694.4 -1136.8 -1108. -966.9 -109 -1124. -950.74 -983.1 -1003.6 -1057.6 -862.11 -916.15 -437. -1136.82柱底 V -
32、- 11.2 61.86 68.35 -68.35 68.35 -68.35 - - - 9.43 -9.43 9.43 -9.43 15.72 -15.72 15.72 -15.72 68.35 -68.35M 20.2 6.38 -20. -94.5 -78.94 117.80 -82.18 114.5 33.57 33.22 29.17 16.1 50.26 12.12 46.21 2.134 58.94 -1.91 54.89 117.8 -82.18N -894. -23 30.1 178.1 -673.0 -1043. -530 -900.6 -1437.6 -1402. -122
33、3. -137 -1427. -1198.2 -1248. -1261.3 -1345.7 -1082.5 -1166.8 -530 -1437.6柱顶V - - 12.6 59.12 65.32 -65.32 65.32 -65.32 - - - 10.6 -10.65 10.65 -10.65 17.75 -17.75 17.75 -17.75 65.32 -65.32M 11.3 3.57 -37. -174. -170.5 192.25 -172.3 190.4 18.7941 18.59 16.32 -12.8 50.01 -15.09 47.752 -35.27 69.46 -37
34、.54 67.20 192.2 -172.31N -894. -23. 30.1 178.1 -673.0 -1043. -530 -900.6 -1437.6 -142.4 -1223. -137 -1427. -1198.2 -1248. -1261.3 -1345.7 -1082.5 -1166.8 -530 -1437.61柱底 V - - 12.6 59.12 65.32 -65.32 65.32 -65.32 - - - 10.6 -10.65 10.65 -10.65 17.752 -17.75 17.75 -17.75 65.32 -65.32注：1、单位：弯矩 kN.m、剪力
35、和轴力 KN；弯矩以顺时针为正，轴力以拉为正，剪力以绕柱顺时针为正；2、地震作用的组合乘以抗震调整系数轴压比小于 0.15 偏压乘 0.75，轴压比大于 0.15 偏压乘 0.8，受剪乘 0.85。中国石油大学（华东）本科毕业设计（论文）91表 A3B 柱内力组合表层次截面位置内力 恒载 活载风荷载地震荷载1.2*恒1.3* 地震1.0*恒1.3*地震1.35*恒+0.7*1.4*活载1.2*恒+1.4*活载1.0*恒+1.4*活载1.2*恒+1.4*活0.6*1.4*风1.0*恒+1.4*活0.6*1.4*风1.2*恒+0.7*1.4*活 1.4*风1.0*恒+0.7*1.4*活 1.4*风
36、 MAX MINM -31.4 -3.69 -5.04 -41.0 -68.3 11.66 -63.58 16.3 -46.101 -42.93 -36.63 -47.1 -38.7 -40.87 -32.4 -48.43 -34.32 -42.14 -28.03 16.382 -68.30N -176. -48.1 0.18 4.47 -1541 -162. -127.7 -136 -284.95 -278.7 -243.5 -278. -278. -243.4 -243. -258.2 -258.7 -223.0 -223.5 -127.7 -284.9柱顶V - - 2.48 19.82
37、 21.90 -21.9 25.766 -25. - - - 2.083 -2.08 2.0832 -2.08 3.472 -3.472 3.472 -3.472 25.766 -25.76M -25.7 -6.47 -5.79 -26.1 -48.6 2.299 -44.73 6.15 -41.063 -39.92 -34.77 -44.7 -35.0 -39.64 -29.9 -45.31 -29.09 -40.16 -23.95 6.1575 -48.59N -176. -48.1 0.18 4.47 -154. -162. -127.7 -136 -284.95 -278.7 -243
38、.5 -278. -278. -243.4 -243. -258.2 -258.7 -223.0 -223.5 -127.7 -284.95柱底 V - - 2.48 19.82 21.90 -21.9 21.901 -21. - - - 2.083 -2.08 2.0832 -2.08 3.472 -3.472 3.472 -3.472 21.901 -21.90M -23.6 -7.83 -10.0 -72.4 -98.0 52.63 -88.40 52.9 -39.628 -39.36 -34.63 -47.8 -30.9 -43.08 -26.1 -50.16 -21.99 -45.4
39、2 -17.25 52.896 -98.08N -407. -117. 1.56 15 -375. -406. -290.8 -320 -665.36 -653.7 -572.3 -652. -655. -571.0 -573. -602.0 -606.4 -520.6 -525 -290.8 -665.3柱顶V - - 5.4 38.14 42.14 -42.1 42.144 -42. - - - 4.536 -4.53 4.536 -4.53 7.56 -7.56 7.56 -7.56 42.144 -42.14M -24.2 -7.44 -7.87 -56.6 -82.2 35.65 -
40、73.44 37.0 -40.029 -39.51 -34.66 -46.1 -32.9 -41.27 -28.0 -47.40 -25.37 -42.55 -20.52 37.065 -82.21N -407. -117. 1.56 15 -375. -406. -290.8 -320 -665.36 -653.7 -572.3 -652. -655. -571.0 -573. -602.0 -606.4 -520.6 -525 -290.8 -665.34柱底 V - - 5.4 38.14 42.14 -42.1 42.144 -42. - - - 4.536 -4.53 4.536 -
41、4.53 7.56 -7.56 7.56 -7.56 42.144 -42.14M -24.2 -7.44 -13.8 -88. -115. 68.52 -111.2 72.4 -40.029 -39.51 -34.66 -51.1 -27.9 -46.27 -23.0 -55.73 -17.04 -50.88 -12.19 72.400 -115.0N -638. -187. 3.75 30.1 -582 -644. -479.8 -542 -1046.1 -1028. -901.1 -1026 -1032 -897.9 -904. -944.9 -955.4 -817.1 -827.6 -
42、479.8 -1046.柱顶V - - 6.31 52.15 57.62 -57.6 57.625 -576 - - - 5.300 -5.3 5.3004 -5.3 8.834 -8.834 8.834 -8.834 57.625 -57.62M -24.1 -7.21 -13.8 -88.2 -115 68.60 -111.1 72.4 -39.682 -39.08 -34.25 -50.6 -27.4 -45.86 -22.6 -55.40 -16.71 -50.57 -11.87 72.472 -114.9N -638. -187. 3.75 30.1 -582 -644. -479.
43、8 -542 -1046.1 -1028. -901.1 -1026 -1032 -897.9 -904. -944.9 -955.4 -817.1 -827.6 -479.8 -1046.3柱底 V - - 6.31 52.15 57.62 -57.6 57.625 -57. - - - 5.300 -5.3 5.3004 -5.3 8.834 -8.834 8.834 -8.834 57.625 -57.62M -24.4 -8.02 -18.7 -105. -133 86.02 -129.1 89.9 -40.908 -40.60 -35.70 -56.3 -24.8 -51.47 -1
44、9.9 -63.51 -10.95 -58.61 -6.061 89.938 -133.0N -870. -256. 7.11 50.64 -783 -888. -643.7 -749 -1426.6 -1403. -1229. -1398 -1410 -1223. -1236 -1286 -1305. -1111. -1131. -643.7 -1426.柱顶V - - 11.23 61.86 68.35 -68.3 68.355 -68. - - - 9.433 -9.43 9.4332 -9.43 15.722 -15.72 15.722 -15.72 68.355 -68.35M -2
45、7.2 -9.68 -18.7 -104. -134. 82.19 -130.0 86.5 -46.206 -46.19 -40.75 -61.9 -30.4 -56.51 -24.9 -68.40 -15.84 -62.96 -10.40 86.545 -134.4N -870. -256. 7.11 50.64 -783 -888. -643.7 -749 -1426.6 -1403. -1229. -1398 -1410 -1223. -1236 -1286 -1305. -1111. -1131. -643.7 -1426.2柱底 V - - 11.23 61.86 68.35 -68
46、.3 68.355 -68. - - - 9.433 -9.43 9.4332 -9.43 15.722 -15.72 15.722 -15.72 68.355 -68.35M -17.6 -5.26 -30.5 -143. -166. 132.1 -163.2 135 -28.996 -28.55 -25.02 -54.1 -2.93 -50.64 0.596 -69.04 16.353 -65.51 19.885 135.00 -166.0N -1104 -326. 14.14 86.47 -969. -1150 -793.2 -973 -1810.2 -1781. -1560. -177
47、0 -1793 -1548. -1573 -1624. -1664. -1404 -1443. -793.2 -1810.柱顶V 0 - 12.68 59.12 65.32 -65.3 65.327 -65. - - - 10.65 -10.6 10.651 -10.6 17.752 -17.75 17.752 -17.75 65.327 -65.32M -9.75 -3.92 -37.2 -174. -191. 172.5 -189.6 174. -17.004 -17.18 -15.23 -48.4 14.06 -46.48 16.01 -67.62 36.538 -65.67 38.48
48、8 174.07 -191.2N -1104 -326. 14.14 86.47 -969. -1150 -793.2 -973 -1810.2 -1781. -1560. -1770 -1793 -1548. -1573 -1624. -1664. -1404 -1443. -793.2 -1810.1柱底 V 0 - 12.68 59.12 65.32 -65.3 65.327 -65. - - - 10.65 -10.6 10.651 -10.6 17.752 -17.75 17.752 -17.75 65.327 -65.32注：1、单位：弯矩 kN.m、剪力和轴力 KN；弯矩以顺时针为正，轴力以拉为正，剪力以绕柱顺时针为正；2、地震作用的组合乘以抗震调整系数轴压比小于 0.15 偏压乘 0.75，轴压比大于 0.15 偏压乘 0.8，受剪乘 0.85。
