毕 业 设 计 15 Gb20?5/8?0.65?4.3.3?1.76Qb20?5/8?0.65?2?0.81 KN/m
KN/m
Gb21?[1?2(0.65/1.5)?(0.65/1.5)]?0.65?4.33?2.00Qb21?[1?2(0.65/1.5)?(0.65/1.5)]?0.65?2?0.922323 KN/m
KN/m
Gb22?[1?2(1.8/3.9)?(1.8/3.9)]?1.8?4.33?5.25Qb22?[1?2(1.8/3.9)?(1.8/3.9)]?1.8?2?2.432323 KN/m
KN/m
Gb23?5/8?1.8?4.3.3?4.87Qb23?5/8?1.8?2?2.25 KN/m
KN/m
五、框架内力计算
1、恒载和活栽计算
①挑梁A
屋面板传荷载： 恒载=梁自重+女儿墙天沟自重=2.22+5.29=7.51 KN/m 楼面板传荷载： 恒载=梁自重+栏杆自重=2.22+5.45=7.67 KN/m ②A～B框架梁
屋面板传荷载： 恒载=梁自重+板传荷载 =3.81+8.99+7.92=20.72 KN/m 活载=板传活载=0.89+0.79=1.68 KN/m 楼面板传荷载（A～2/A）：
恒载=梁自重+墙自重+板传荷载=3.43+12.01+7.74+4.87=28.42 KN/m 活载=板传活载=3.57+2.25=5.82 KN/m 楼面板传荷载（2/A～B）：
恒载=梁自重+墙自重+板传荷载=3.43+12.10+7.74+2.36=26.01 KN/m
活载=板传活载=3.57+1.09 KN/m ③B～D框架梁
屋面板传荷载： 恒载=梁自重+板传荷载=3.43+8.20+7.52=19.53 KN/m
毕 业 设 计 16 活载=板传活载=0.80+0.75=1.55 KN/m 楼面板传荷载（B～C）：
恒载=梁自重+板传荷载=3.43+2.38=5.81 KN/m 活载=板传活载=0.92 KN/㎡
楼面板传荷载（C～D）：
恒载=梁自重+墙自重+板传荷载=3.43+4.87+4.87+12.1=25.65 KN/m 活载=板传活载=2.25+2.25=4.50 KN/m ④D～1/D挑梁
屋面板传荷载：
恒载=梁自重+女儿墙天沟自重=2.22+2.36+5.29=9.87 KN/m 活载=板传活载=0.23 KN/m 楼面板传荷载：
恒载=梁自重+墙自重+板传荷载=2.22+2.03+13.27=17.52 KN/m 活载=板传活载=0.94 KN/m ⑤D轴柱纵向集中荷载：
顶层柱：恒载=14.53×2.7+（8.65+5.29）×1.95=66.41 KN 活载=（0.35+0.85）×2.7+0.61×1.95=4.43 KN 其他层柱：
恒载=63.65+15.23=748.88 KN 活载=12.17+4.74=16.91 KN ⑥B轴柱纵向集中荷载：
顶层柱：恒载=19.54×2.7+14.74×1.95=79.66 KN 活载=1.7×2.7+1.22×1.95=6.97 KN 其他层柱：
恒载=44.51+35.15=79.66 KN 活载=6.40+13.18=19.58 KN ⑦A轴柱纵向集中荷载：
顶层柱：恒载=14.82×2.7+13.94×1.95=67.20 KN 活载=（0.38+0.85）×2.7+0.61+1.95=4.51 KN
其他层柱：
恒载=17.47×2.7+17.42×1.95=81.14 KN 活载=5.26×2.7+2.43×1.95=18.94 KN
毕 业 设 计 17
毕 业 设 计 18
毕 业 设 计 19
-0.206-0.141-0.157-2.44-0.141-0.141-34.50-0.141-0.141-34.50-0.141-0.141-34.50-1.80-0.141-0.141-34.50-1.805.384.484.554.354.604.344.594.314.445.39-0.141-80.183.783.153.203.233.23-115.810.370.960.800.830.83-0.141-0.141-0.14145.685.414.534.604.594.604.604.594.554.485.38-1.80-80.183.813.183.233.243.23108.24-7.570.32-1.800.860.720.460.751.230.741.031.071.061.061.061.031.230.48-1.80108.24-7.570.34-1.800.860.720.480.751.230.751.031.001.061.011.071.041.240.48-1.80-115.810.360.960.800.830.82100.5048.99-5.88-1.80-5.07-5.18-7.56-5.16-6.52-5.15-6.65-6.65-6.63-6.64-6.63-6.61-6.46-7.52-1.80100.5048.99-5.85-1.80-5.03-5.14-7.52-5.17-6.46-5.17-6.61-6.27-6.64-6.27-6.65-6.29-6.14-7.53-1.80100.5048.99-5.86-1.80-4.98-4.89-7.53-4.88-6.41-4.88-6.29-8.27-6.27-8.27-6.27-8.27-8.23-7.90-1.80100.5048.99-6.19-1.80-6.45-6.48-6.82-6.48-7.10-6.48-7.13-7.14-7.14-0.14145.68-1.805.234.294.324.344.594.334.604.604.535.41-1.80-80.183.673.013.043.053.04-115.810.430.980.820.850.85-0.14145.68-1.806.255.715.754.335.764.345.754.324.295.23-1.80-80.184.394.024.044.054.04-115.810.060.750.640.660.66-0.14145.68-0.294 0.72-1.67-1.57-1.525.75-1.535.765.755.716.25-1.80-42.33 0.50-1.17-1.11-1.07-1.0842.33-13.771.87-0.2022.101.872.681.903.001.902.682.720.852.720.850.820.960.07-1.80108.24-7.570.05-1.800.670.570.070.600.960.590.821.090.851.090.851.061.260.55-1.80108.24-7.570.39-1.800.880.740.550.771.260.761.061.061.091.061.091.031.230.46-1.80-56.102.082.332.082.122.1156.103.3-1.180.64-0.2810.53-1.150.550.820.550.680.71-7.920.71-7.92-7.93-7.78-8.56-1.80100.5048.99-6.66-1.80-6.05-6.17-8.56-6.16-7.78-6.16-7.93-7.92-6.35-7.92-5.35-6.36-6.23-7.34-1.80100.5048.99-5.70-1.80-4.85-4.95-7.34-4.94-6.23-4.94-6.36-6.63-6.35-6.63-6.35-6.65-6.52-6.76-1.80-0.21939.89-52.80-51.51-51.51-51.51-51.51-34.50-1.80-0.141-34.50-1.804.894.994.924.914.91-80.183.994.074.014.004.00恒载下的迭代计算-0.14145.685.394.444.315.694.345.704.355.715.805.68-1.80-80.183.783.123.033.053.06108.24-115.81-7.570.370.23-1.800.960.870.800.730.480.830.711.240.830.701.041.361.011.361.001.351.270.47-1.80108.24-115.81-7.570.330.36-1.800.890.990.940.401.050.951.091.060.951.161.061.171.17-0.14145.68-1.80-51.51-51.51