建筑结构设计附表.docx

1、建筑结构设计附表附表二：梁的截面设计及配筋层数梁号bhMM1车库层17号梁跨中截面11.93002504156.296.290.012 0.012 左侧支座截面11.93002504159.381.3850.003 0.003 右侧支座截面11.9300250415-53.2745.2750.088 0.093 18号梁跨中截面11.930025041519.5419.540.038 0.039 左侧支座截面11.9300250415-44.7834.1950.067 0.069 右侧支座截面11.9300250415-63.8353.2450.104 0.110 19号梁跨中截面11.930

2、02504150.150.150.000 0.000 左侧支座截面11.9300250415-10.134.86350.009 0.010 右侧支座截面11.9300250415-38.1232.8540.064 0.066 20号梁左侧支座截面11.9300250415-34.3529.4320.057 0.059 一层13号梁跨中截面11.93002504156.346.340.012 0.012 左侧支座截面11.9300250415-9.311.64950.003 0.003 右侧支座截面11.9300250415-49.5741.910.082 0.085 14号梁跨中截面11.93

3、0025041518.9518.950.037 0.038 左侧支座截面11.9300250415-46.8336.3120.071 0.074 右侧支座截面11.9300250415-63.8353.3120.104 0.110 15号梁跨中截面11.93002504151.081.080.002 0.002 左侧支座截面11.9300250415-10.695.71150.011 0.011 右侧支座截面11.9300250415-32.9327.9520.055 0.056 16号梁左侧支座截面11.9300250415-34.3529.2010.057 0.059 续表二：As(%)(

4、%)min是0.994 51 214307.8满足0.2967 0.2满足是0.999 11 214307.8满足0.2967 0.2满足是0.954 381 214+112420.9满足0.4057 0.2满足是0.981 160 214307.8满足0.2967 0.2满足是0.965 284 214+112420.9满足0.4057 0.2满足是0.945 453 214+212534 满足0.5147 0.2满足是1.000 1 214307.8满足0.2967 0.2满足是0.995 39 214+212534 满足0.5147 0.2满足是0.967 273 214+112421

5、满足0.4057 0.2满足是0.970 244 214308 满足0.2967 0.2满足是0.994 51 214307.8满足0.2967 0.2满足是0.998 13 214307.8满足0.2967 0.2满足是0.957 352 214+112420.9满足0.4057 0.2满足是0.981 155 214307.8满足0.2967 0.2满足是0.963 303 214+112420.9满足0.4057 0.2满足是0.945 453 214+212534 满足0.5147 0.2满足是0.999 9 214307.8满足0.2967 0.2满足是0.994 46 214+21

6、2534 满足0.5147 0.2满足是0.972 231 214+112421 满足0.4057 0.2满足是0.971 242 214308 满足0.2967 0.2满足续表二：二层9号梁跨中截面11.930025041511.5611.560.023 0.023 左侧支座截面11.9300250415-13.295.93550.012 0.012 右侧支座截面11.9300250415-45.538.1460.074 0.077 10号梁跨中截面11.930025041535.435.40.069 0.072 左侧支座截面11.9300250415-49.5439.1990.077 0.

7、080 右侧支座截面11.9300250415-60.650.2590.098 0.103 11号梁跨中截面11.93002504151.291.290.003 0.003 左侧支座截面11.9300250415-15.6311.2260.022 0.022 右侧支座截面11.9300250415-25.8421.4360.042 0.043 12号梁左侧支座截面11.9300250465-30.3226.0510.040 0.041 三层5号梁跨中截面11.93002504658.828.820.014 0.014 左侧支座截面11.9300250465-3.99-1.175-0.002 -

8、0.002 右侧支座截面11.9300250465-34.0328.8660.045 0.046 6号梁跨中截面11.930025046527.8627.860.043 0.044 左侧支座截面11.930025046535.5628.5910.044 0.045 右侧支座截面11.9300250465-36.8829.9110.046 0.048 7号梁跨中截面11.9300250465-1.74-1.74-0.003 -0.003 左侧支座截面11.9300250465-16.6813.7160.021 0.022 右侧支座截面11.9300250465-19.1916.2260.025

9、0.026 8号梁左侧支座截面11.9300250465-25.83 21.72 0.034 0.034 续表二：是0.989 94 214307.8满足0.2967 0.2满足是0.994 48 214307.8满足0.2967 0.2满足是0.961 319 214+112420.9满足0.4057 0.2满足是0.964 295 214307.8满足0.2967 0.2满足是0.960 328 214+112420.9满足0.4057 0.2满足是0.948 426 214+212534 满足0.5147 0.2满足是0.999 10 214307.8满足0.2967 0.2满足是0.9

10、89 91 214+212534 满足0.5147 0.2满足是0.979 176 214+112421 满足0.4057 0.2满足是0.979 191 214308 满足0.2648 0.2满足是0.993 64 214307.8满足0.2648 0.2满足是1.001 -8 214307.8满足0.2648 0.2满足是0.977 212 214+112420.9满足0.3621 0.2满足是0.978 204 214307.8满足0.2648 0.2满足是0.977 210 214+112420.9满足0.3621 0.2满足是0.976 220 214+212534 满足0.4594

11、 0.2满足是1.001 -12 214307.8满足0.2648 0.2满足是0.989 99 214+212534 满足0.4594 0.2满足是0.987 118 214+112421 满足0.3621 0.2满足是0.983 158 214308 满足0.2648 0.2满足附表三：梁的箍筋配置层数梁号bH0fyvftfcVnAsv1h0/b0.25Bcfcbh0/kN车库层17号梁2504652101.2711.953.3250.31.9 345.8 18号梁2504652101.2711.970.57250.31.9 345.8 19号梁2504652101.2711.935.11

12、250.31.9 345.8 20号梁2504652101.2711.932.79250.31.9 345.8 一层13号梁2504652101.2711.951.07250.31.9 345.8 14号梁2504652101.2711.970.12250.31.9 345.8 15号梁2504652101.2711.933.19250.31.9 345.8 16号梁2504652101.2711.934.33250.31.9 345.8 二层9号梁2504652101.2711.949.03250.31.9 345.8 10号梁2504652101.2711.968.94250.31.9 3

13、45.8 11号梁2504652101.2711.929.36250.31.9 345.8 12号梁2504652101.2711.928.46250.31.9 345.8 三层5号梁2504652101.2711.934.43250.31.9 345.8 6号梁2504652101.2711.946.46250.31.9 345.8 7号梁2504652101.2711.919.76250.31.9 345.8 8号梁2504652101.2711.927.39250.31.9 345.8 续表三：V0.7ftbh0sv,mins选择箍筋实有svsvsv,min是103.3否0.145277

14、.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否

15、0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足是103.3否0.145277.282000.201满足附表四：柱的截面计算及配筋层数柱号杆端N/k NM/(k Nm)H/m计算长度lo/mh/mmfc/(N/mm2)fy/(N/mm2)b车库层1号柱上端353.80 11.96 3.280 3.280 400 11.9 300 0.550 下端353.80 5.98 3.280 3.280 400 11.9 300 0.550 24

16、号柱上端615.03 5.24 3.280 3.280 400 11.9 300 0.550 下端615.03 11.58 3.280 3.280 400 11.9 300 0.550 28号柱上端667.47 22.73 3.280 3.280 400 11.9 300 0.550 下端667.47 20.33 3.280 3.280 400 11.9 300 0.550 32号柱上端441.82 3.76 3.280 3.280 400 11.9 300 0.550 下端441.82 10.85 3.280 3.280 400 11.9 300 0.550 一层2号柱上端258.87 1.

17、17 2.700 3.375 400 11.9 300 0.550 下端258.87 2.57 2.700 3.375 400 11.9 300 0.550 23号柱上端443.82 0.83 2.700 3.375 400 11.9 300 0.550 下端443.82 0.37 2.700 3.375 400 11.9 300 0.550 27号柱上端518.97 28.81 2.700 3.375 400 11.9 300 0.550 下端518.97 29.56 2.700 3.375 400 11.9 300 0.550 31号柱上端314.40 0.56 2.700 3.375 4

18、00 11.9 300 0.550 下端314.40 2.42 2.700 3.375 400 11.9 300 0.550 二层3号柱上端161.41 0.48 2.700 3.375 400 11.9 300 0.550 下端161.41 0.66 2.700 3.375 400 11.9 300 0.550 22号柱上端274.84 2.12 2.700 3.375 400 11.9 300 0.550 下端274.84 2.84 2.700 3.375 400 11.9 300 0.550 26号柱上端369.27 24.01 2.700 3.375 400 11.9 300 0.55

19、0 下端369.27 23.25 2.700 3.375 400 11.9 300 0.550 30号柱上端188.50 0.79 2.700 3.375 400 11.9 300 0.550 下端188.50 2.55 2.700 3.375 400 11.9 300 0.550 三层4号柱上端63.23 2.38 2.700 3.375 400 11.9 300 0.550 下端63.23 0.88 2.700 3.375 400 11.9 300 0.550 21号柱上端107.53 4.66 2.700 3.375 400 11.9 300 0.550 下端107.53 5.87 2.

20、700 3.375 400 11.9 300 0.550 25号柱上端98.68 21.52 2.700 3.375 400 11.9 300 0.550 下端98.68 20.31 2.700 3.375 400 11.9 300 0.550 29号柱上端72.29 4.65 2.700 3.375 400 11.9 300 0.550 下端72.29 4.69 2.700 3.375 400 11.9 300 0.550 续表四：e0/mmea/mmei/mm1 1取值l0/h2ei0.3h0初步判断h0e/mm34 20 54 2.7 1.0 8.20 1.0 1.3 71.6 108小

21、偏心360 231.6 17 20 37 2.7 1.0 8.20 1.0 1.5 54.7 108小偏心360 214.7 9 20 29 1.5 1.0 8.20 1.0 1.6 46.3 108小偏心360 206.3 19 20 39 1.5 1.0 8.20 1.0 1.5 56.6 108小偏心360 216.6 34 20 54 1.4 1.0 8.20 1.0 1.3 71.8 108小偏心360 231.8 30 20 50 1.4 1.0 8.20 1.0 1.4 68.2 108小偏心360 228.2 9 20 29 2.2 1.0 8.20 1.0 1.6 46.3 108小偏心360 206.3 25 20 45 2.2 1.0 8.20 1.0 1.4 62.3 108小偏心360 222.3 5 20 25 3.7 1.0 8.44 1.0 1.8 43.3 108小偏心360 203.3 10 20 30 3.7 1.0 8.44 1.0 1.6 48.7 108小偏心360 208.7 2 20 22 2.1 1.0 8.44 1.0 1.9 40.7 108小偏心360 200.7 1 20 21 2.