替换表38-42页.doc

聊城大学本科毕业设计表6.1框架A柱弯矩和柱力基本组合表层截面内力SGkSQkSwkSEk1.2SGk+1.40.9(SQk+SWK)1.2(SGk+0.5SQk)+1.3SEk)1.35SGk+1.4 0.7SQk1.2SGk+1.4SQk|Mmax|NminNmaxNMM6.00 柱顶M-34.86 -11.87 3.09 63.19 -52.89 -60.68 24.89 -98.33 -58.69 -58.45 -98.33 -58.69 24.89 N-144.16 -41.27 -0.68 8.10 -225.85 -224.14 -140.42 -156.21 -235.06 -230.77 -156.21 -235.06 -140.42 柱底M18.26 7.95 -2.53 -47.10 28.74 35.12 -25.91 65.93 32.44 33.04 65.93 32.44 -25.91 N-160.36 -41.27 -0.68 8.10 -245.29 -243.58 -155.00 -170.79 -256.93 -250.21 -155.00 -256.93 -155.00 2.00 柱顶M-12.95 -10.87 14.58 89.46 -10.87 -47.61 70.68 -103.77 -28.14 -30.76 -103.77 -28.14 70.68 N-640.87 -207.14 -16.03 29.61 -1050.24 -1009.84 -641.13 -698.87 -1068.17 -1059.04 -698.86 -1068.17 -641.13 柱底M15.03 22.15 -14.58 -81.61 27.57 64.32 -56.08 103.06 42.00 49.05 103.06 42.00 -56.08 N-657.07 -207.14 -16.03 29.61 -1069.68 -1029.28 -655.71 -713.45 -1090.04 -1078.48 -713.44 -1090.04 -655.71 1.00 柱顶M-8.40 -16.02 9.79 106.94 -17.93 -42.60 89.50 -119.04 -27.04 -32.51 -119.04 -27.04 89.50 N-782.14 -277.73 -21.29 49.72 -1315.33 -1261.68 -780.43 -877.38 -1328.06 -1327.39 -877.38 -1328.06 -780.43 柱底M4.16 7.23 -26.91 -106.44 -19.80 48.01 -96.78 110.78 12.70 15.11 110.78 12.70 -96.78 N-804.04 -277.73 -21.29 49.72 -1341.61 -1287.96 -800.14 -897.09 -1357.63 -1353.67 -897.09 -1357.63 -800.14 38聊城大学本科毕业设计表6.2框架D柱弯矩和柱力基本组合表层截面内力SGkSQkSwkSEk1.2SGk+1.40.9(SQk+SWK)1.2(SGk+0.5SQk)+1.3SEk)1.35SGk+1.40.7SQk1.2SGk+1.4SQk|Mmax|NminNmaxNMM6柱顶M32.2110.163.205.0555.4947.4238.4828.6453.4452.8828.64-58.6924.89N-156.05-47.180.801.26-245.70-247.71-160.45-162.90-256.90-253.31-156.21-256.90-160.45柱底M-21.23-6.37-2.32-3.65-36.43-30.58-25.53-18.41-34.90-34.39-18.4132.44-25.91N-172.22-47.180.801.26-265.10-267.12-175.00-177.46-278.73-272.72-155.00-278.73-175.002柱顶M15.0611.3414.2949.7150.3714.3667.12-29.8131.4433.95-29.81-28.1470.68N-633.23-222.0718.2248.02-1016.73-1062.64-623.02-716.66-1072.49-1070.77-698.86-1072.49-623.02柱底M-16.60-17.06-14.29-49.71-59.42-23.41-71.0825.85-39.13-43.8025.8542.00-56.08N-649.43-222.0718.2248.02-1036.17-1082.08-637.60-731.24-1094.36-1090.21-713.44-1094.36-637.601柱顶M9.2312.099.1497.8837.8314.79109.18-81.6924.3128.00-81.69-27.0489.50N-753.86-316.80-23.9582.77-1333.98-1273.62-740.33-901.73-1328.18-1348.15-877.38-1348.15-740.33柱底M-4.66-6.83-25.12-80.08-45.8517.45-85.3570.81-12.98-15.1570.8112.70-96.78N-775.46-316.80-23.9582.77-1359.90-1299.54-759.77-921.17-1357.34-1374.07-897.09-1374.07-759.77表6.3框架D柱弯矩和柱力基本组合表层截面内力SGkSQkSwkSEk1.2SGk+1.40.9(SQk+SWK)1.2(SGk+0.5SQk)+1.3SEk)1.35SGk+1.40.7SQk1.2SGk+1.4SQk|Mmax| NminNmaxNMM6.00 柱顶M-4.33 -0.72 3.42 5.38 -1.79 -10.41 1.02 -9.47 -6.55 -6.20 -10.41 -58.69 24.89 N-84.84 -24.80 0.03 0.05 -133.02 -133.09 -87.47 -87.56 -138.84 -136.53 -156.21 -138.84 -87.47 柱底M1.42 -1.28 -2.79 -4.40 -3.42 3.61 -3.59 4.99 0.66 -0.09 4.99 32.44 -25.91 N-101.04 -24.80 0.03 0.05 -152.46 -152.53 -102.05 -102.14 -160.71 -155.97 -155.00 -160.71 -102.05 2.00 柱顶M-1.83 -1.56 16.10 56.00 16.12 -24.45 52.25 -56.95 -4.00 -4.38 -56.95 -28.14 70.68 N-580.46 -179.95 -0.77 -14.35 -924.26 -922.32 -617.38 -589.40 -959.97 -948.48 -698.86 -959.97 -589.40 柱底M1.62 0.28 -16.10 -56.00 -17.99 22.58 -53.02 56.18 2.46 2.34 56.18 42.00 -56.08 N-626.66 -179.95 -0.77 -14.35 -979.70 -977.76 -658.96 -630.98 -1022.34 -1003.92 -713.44 -1022.34 -630.98 1.00 柱顶M-1.21 1.20 9.77 85.93 12.37 -12.25 83.23 -84.33 -0.46 0.23 -84.33 -27.04 89.50 N-715.50 -214.72 -0.73 7.45 -1130.07 -1128.23 -733.31 -747.84 -1176.35 -1159.21 -877.38 -1176.35 -733.31 柱底M0.56 -1.38 -26.88 -105.03 -34.94 32.80 -102.52 102.29 -0.60 -1.26 102.29 12.70 -96.78 N-737.10 -214.72 -0.73 7.45 -1155.99 -1154.15 -752.75 -767.28 -1205.51 -1185.13 -897.09 -1205.51 -752.75 表6.4框架E柱弯矩和柱力基本组合表层截面内力SGkSQkSwkSEk1.2SGk+1.40.9(SQk+SWK)1.2(SGk+0.5SQk)+1.3SEk)1.35SGk+1.40.7SQk1.2SGk+1.4SQk|Mmax| NminNmax NMM6.00 柱顶M3.47 1.72 2.74 4.32 9.78 2.88 8.11 -0.32 6.37 6.57 -0.32 -58.69 24.89 N-81.72 -15.25 -1.51 -2.38 -119.18 -115.38 -82.73 -78.09 -125.27 -119.41 -156.21 -125.27 -78.09 柱底M-1.95 -1.02 -1.68 -2.64 -5.74 -1.51 -4.79 0.36 -3.63 -3.77 0.36 32.44 -25.91 N-97.92 -15.25 -1.51 -2.38 -138.62 -134.82 -97.31 -92.67 -147.14 -138.85 -155.00 -147.14 -92.67 2.00 柱顶M0.23 4.33 11.45 39.89 20.16 -8.70 41.05 -36.74 4.55 6.34 -36.74 -28.14 70.68 N-458.21 -88.25 -34.48 -75.92 -704.49 -617.60 -526.12 -378.08 -705.07 -673.40 -698.86 -705.07 -378.08 柱底M-0.22 -2.12 -11.45 -39.89 -17.36 11.49 -40.04 37.74 -2.37 -3.23 37.74 42.00 -56.08 N-474.41 -88.25 -34.48 -75.93 -723.93 -637.04 -540.71 -392.65 -726.94 -692.84 -713.44 -726.94 -392.65 1.00 柱顶M0.26 0.65 8.11 64.25 11.35 -9.09 63.17 -62.12 0.99 1.22 -62.12 -27.04 89.50 N-552.65 -103.65 -21.86 -147.91 -821.32 -766.24 -688.24 -399.82 -847.65 -808.29 -877.38 -847.65 -399.82 柱底M-0.18 -1.10 -22.32 -104.15 -29.73 26.52 -102.20 100.89 -1.32 -1.76 100.89 12.70 -96.78 N-574.25 -103.65 -21.86 -147.91 -847.24 -792.16 -707.68 -419.26 -876.81 -834.21 -897.09 -876.81 -419.26 41聊城大学本科毕业设计表6.5框架梁AC内力组合表层次截面内力SGkSQkSwkSEk1.2SGk+1.40.9(SQk+Swk)RE1.2(SGk+0.5SQk)+1.3SEk)1.35SGk+1.40.7SQk1.2SGk+1.4SQkMmaxVb六层左M-55.91-12.274.9339.874-36.4664-88.764-16.96335-5.92035-87.5031-84.27-88.764V63.4219.61-1.17-9.46699.3384102.286856.6731539.02415104.8348103.558104.8348104.8348中M38.111.80.6645.30761.4246459.7513644.77432534.15432562.99962.2462.999右M-60.41-18.61-3.93-29.332-100.8924-90.9888-91.3422-74.5932-99.7913-98.546-100.8924V-64.92-20.05-1.17-9.466-104.6412-101.6928-76.67985-58.63485-107.291-105.974-107.291-107.291二层左M-42.24-19.815.409112.696-56.22066-95.0513462.952680.7726-76.428-78.408-95.05134V43.4224.43-3.52-25.73778.450687.32124.9779252.99092582.558486.30687.32187.321中M23.1610.252.56118.75643.9338637.4801443.743634.518641.31142.1424