安徽工程大学毕业设计(论文)
0.515A6A54.352-1.1441.7864.994-8.4500.484A6B6-8.8604.090-2.3241.679-5.4150.424B6A68.8602.045-4.6480.839-0.8846.2130.3100.292B5B6B5A50.933-2.4612.4910.9630.879-1.0772.3462.1480.0000.3400.3400.320A5A6A5A4A5B50.0002.1764.1160.439-2.289-2.289-2.1540.8931.1771.173-1.103-1.103-1.038-0.3221.902-1.579-24.2100.3400.3400.320A4A5A4A3A4B4-25.3108.2318.2317.747-1.144-1.545-4.2362.3552.3552.2169.4429.041-19.5830.0000.3400.3400.320A3A4A3A2A3B30.0004.1164.5330.439-3.090-3.090-2.9081.1771.1531.583-1.331-1.331-1.2520.8731.265-2.138-24.2400.3740.2730.353A2A3A2A1A2B2-25.3109.0666.6188.557-1.5450.000-4.6182.3051.6832.1769.8268.300-19.1960.0000.000A1A23.3090.0000.8410.0004.1508.4500.1270.449B6D6B6B50.0000.0000.467-1.392-4.9220.0001.245-0.265-0.936-1.657-4.146-3.0100.0880.310B5D5B5B4-2.0500.2650.9330.000-4.4980.7072.491-1.078-1.07424.2100.0880.310B4D4B4B30.0000.0000.467-2.553-8.9950.0001.681-0.355-1.251-2.909-8.098-3.0100.0880.310B3D3B3B2-2.0500.2650.9330.000-4.8930.9543.362-0.831-0.59824.2100.0960.247B2D2B2B10.0000.0000.000-2.780-7.1520.0000.000-0.266-0.684-3.045-7.836D60.0001.3920.2651.657D5-1.230-0.265-0.707-2.2020.3100.292B4B5B4A425.3100.4673.874-8.995-8.4731.2451.108-1.251-1.178-8.53420.6410.3100.292B3B4B3A30.0000.9330.879-4.498-1.4543.3623.167-0.2032.592D4-1.2302.5530.3551.679D3-1.230-0.265-0.954-2.4490.3380.319B2B3B2A225.3100.4674.278-9.787-9.2371.6811.088-0.936-0.883-8.57520.556D20.0002.7800.2663.045B0B10.000-3.5760.000-3.576 节点分配顺序：（F5 E4 F3 E2 F1）；（E5 F4 E3 F2 E1 ）
图3-10 活载（a）迭代过程
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王明明：某框架结构高校办公楼设计
5.354.948.061.771.670.096.221.666.221.665.354.948.064.154.152.081.498.52.081.490.091.771.678.128.122.211.041.0419.629.239.38.519.371.711.702.340.272.92.99.38.519.3719.629.238.128.122.750.672.752.340.6701.710.271.70.852.430.8520.9920.993.0419.288.239.958.587.8219.363.0419.288.587.8219.369.958.234.123.92
图3-11 活载（a）弯矩图（kN·m）
6.49-6.75006.756.499.800.0512.7512.759.800.05-0.053.653.650.0532.9732.9718.7518.75-19.050019.0518.7568.54-0.1668.540.1646.1417.263.653.6517.2688.8718.64-19.16088.87019.1618.6454.80124.55124.5582.26
图3-12 活载（a）剪力、轴力（kN）
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安徽工程大学毕业设计(论文)
0.515A6A54.3524.347-1.5027.196-8.4500.484A6B6-8.8604.090-1.429-1.412-7.6120.424B6A68.8602.045-2.859-0.7060.5767.9160.3100.292B5B6B5A525.310-7.505-7.069-1.5144.091-1.304-1.228-10.32321.103-24.2100.3400.3400.320A5A6A5A4A5B5-25.3102.1760.000-3.5358.6938.6938.182-0.751-1.802-0.6141.0771.0771.01411.1957.968-20.2630.0000.3400.3400.320A4A5A4A3A4B40.0000.0000.0000.0004.3474.7171.535-3.603-3.603-3.3920.7431.113-1.856-24.2100.3400.3400.320A3A4A3A2A3B3-25.3100.0000.000-3.5359.4339.4338.878-1.802-1.084-1.0531.3391.3391.2608.9709.689-19.7590.0000.3740.2730.353A2A3A2A1A2B20.0000.0000.0000.0004.7170.0001.079-2.167-1.582-2.0462.549-1.582-0.9670.0000.000A1A20.0000.000-0.7910.000-0.7918.4500.1270.449B6D6B6B50.0000.000-3.753-0.856-3.0270.000-0.6520.1720.610-0.684-6.82224.2100.0880.310B5D5B5B40.000-2.130-7.5050.0001.630-0.370-1.304-2.501-7.179-3.0100.0880.310B4D4B4B3-2.0500.000-3.7530.9253.2600.000-1.1180.3051.074-0.820-0.53624.2100.0880.310B3D3B3B20.000-2.130-7.5050.0001.143-0.635-2.236-2.765-8.598-3.0100.0960.247B2D2B2B1-2.0500.0000.0000.6491.6700.0000.1350.1930.495-1.2082.301D60.0000.856-0.1720.684D50.0002.1300.3702.5010.3100.292B4B5B4A40.000-3.7530.0003.2603.070-0.652-1.6961.0741.012-0.0712.3870.3100.292B3B4B3A325.310-7.505-7.0691.6304.439-2.236-2.106-8.11120.574D4-1.230-0.925-0.305-2.460D30.0002.1300.6352.7650.3380.319B2B3B2A20.000-3.7530.0002.2862.157-1.118-1.0230.6780.640-1.9071.774D2-1.230-0.649-0.193-2.072B0B10.0000.8350.2701.105 节点分配顺序：（F5 E4 F3 E2 F1）；（E5 F4 E3 F2 E1 ）
图3-13 活载（b）迭代过程
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王明明：某框架结构高校办公楼设计
7.610.697.206.0620.2711.207.9621.122.521.122.510.3518.802.380.742.120.070.820.820.550.552.4620.578.988.1219.350.971.582.551.411.821.821.411.862.551.191.190.791.862.202.202.778.620.572.778.68.1219.358.980.072.382.120.747.960.697.617.206.0620.2711.206.826.8210.357.167.1618.801.861.111.861.1119.769.719.769.70.971.580.791.11
图3-14 活载（b）弯矩图（kN·m）
6.57-6.67006.67-6.579.8812.6718.77-19.030012.6719.03-18.779.8837.4748.22-0.083.6548.220.0837.47-0.083.650.0846.2118.7868.47-19.020068.479.02-18.7846.2173.81-0.85104.01-0.853.65104.013.650.850.8573.8181.78125.0381.78
图3-15 活载（b）剪力、轴力（kN）
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安徽工程大学毕业设计(论文)
0.515A6A54.3524.347-1.5027.196-8.4500.484A6B6-8.8604.090-1.429-1.412-7.6120.424B6A68.8602.045-2.859-0.7060.5767.9160.3100.292B5B6B5A525.310-7.505-7.069-1.5144.091-1.304-1.228-10.32321.103-24.2100.3400.3400.320A5A6A5A4A5B5-25.3102.1760.000-3.5358.6938.6938.182-0.751-1.802-0.6141.0771.0771.01411.1957.968-20.2630.0000.3400.3400.320A4A5A4A3A4B40.0000.0000.0000.0004.3474.7171.535-3.603-3.603-3.3920.7431.113-1.856-24.2100.3400.3400.320A3A4A3A2A3B3-25.3100.0000.000-3.5359.4339.4338.878-1.802-1.084-1.0531.3391.3391.2608.9709.689-19.7590.0000.3740.2730.353A2A3A2A1A2B20.0000.0000.0000.0004.7170.0001.079-2.167-1.582-2.0462.549-1.582-0.9670.0000.000A1A20.0000.000-0.7910.000-0.7918.4500.1270.449B6D6B6B50.0000.000-3.753-0.856-3.0270.000-0.6520.1720.610-0.684-6.82224.2100.0880.310B5D5B5B40.000-2.130-7.5050.0001.630-0.370-1.304-2.501-7.179-3.0100.0880.310B4D4B4B3-2.0500.000-3.7530.9253.2600.000-1.1180.3051.074-0.820-0.53624.2100.0880.310B3D3B3B20.000-2.130-7.5050.0001.143-0.635-2.236-2.765-8.598-3.0100.0960.247B2D2B2B1-2.0500.0000.0000.6491.6700.0000.1350.1930.495-1.2082.301D60.0000.856-0.1720.684D50.0002.1300.3702.5010.3100.292B4B5B4A40.000-3.7530.0003.2603.070-0.652-1.6961.0741.012-0.0712.3870.3100.292B3B4B3A325.310-7.505-7.0691.6304.439-2.236-2.106-8.11120.574D4-1.230-0.925-0.305-2.460D30.0002.1300.6352.7650.3380.319B2B3B2A20.000-3.7530.0002.2862.157-1.118-1.0230.6780.640-1.9071.774D2-1.230-0.649-0.193-2.072B0B10.0000.8350.2701.105 节点分配顺序：（F5 E4 F3 E2 F1）；（E5 F4 E3 F2 E1 ）
图3-16 活载（c）迭代过程
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