钢结构计算书219轴刚架

1、29 轴刚架计算书目录一.二.三.四.五.六.七.设计依据3计算软件信息3结构计算简图3结构计算信息3结构基本信息4构件设计结果8荷载与计算结果简图81.2.3.4.5.结构简图9荷载简图11应力比图22内力图23位移图26- 2 -一. 设计依据结构荷载规范(GB 50009-2012);抗震设计规范(GB 50011-2010);钢结构设计规范(GB 50017-2003);门式刚架轻型房屋钢结构技术规范(GB 51022-2015);二. 计算软件信息本工程计算软件为 PKPM 钢结构设计软件(10 版 V3.1.5-2016 年 9 月 9 日)。计算日期为2017 年 2 月 16

2、日 10 时 58 分 48 秒。三. 结构计算简图图 1-1 结构简图四. 结构计算信息门式刚架轻型房屋钢结构按门式刚架轻型房屋钢结构技术规范（GB结构类型:设计规范:51022-2015）计算结构重要性系数: 1.00节点总数: 柱数:支座约束数: 标准截面总数:221110410活荷载计算信息:1 组相容活荷，4组互斥活荷载相容活荷考虑不利布置第 1 组互斥活荷考虑不利布置第 2 组互斥活荷考虑不利布置- 3 -35093014031050402 2220310第 3 组互斥活荷考虑不利布置第 4 组互斥活荷考虑不利布置风荷载计算信息:计算风荷载钢材:Q345梁柱自重计算信息:柱梁自重都

3、计算恒载作用下柱的轴向变形: 考虑梁柱自重计算增大系数: 1.20梁刚度增大系数: 1.00钢结构净截面面积与毛截面面积比: 0.85门式刚架梁平面内的整体稳定性: 按压弯构件验算程序自动确定的长细比钢梁(恒+活)容许挠跨比: 柱顶容许水平位移/柱高:影响系数取值依据: 10特征周期(s):0.45ll/180/180(2016 修订版)水平影响系数最大值max:0.08作用计算: 计算水平计算振型数：3烈度：7.00 场地土类别：类附加重量节点数：0作用设计分组：第一组周期折减系数:0.80力计算方法：振型分解法结构阻尼比：0.050按 GB50011-2010效应增大系数:1.000五.

4、结构基本信息节点坐标- 4 -节点号XY节点号XY10.256.93219.506.93338.506.93457.756.93519.508.33638.508.33柱关联号梁关联号柱节点偏心 (m)标准截面信息- 5 -节点号柱偏心值节点号柱偏心值节点号柱偏心值10.00020.00030.00040.00050.00060.00070.00080.25090.000100.000110.000120.000130.000140.000150.000160.000170.000180.000190.000200.000210.000220.000节点节点节点节点41113512106131

5、57141281716柱号节点节点柱号节点节点761411818节点号XY节点号XY70.2511.74857.7511.7497.0012.091051.0012.091115.0012.491243.0012.491319.5012.721438.5012.721524.0012.941634.0012.941729.0013.191858.0013.50190.250.002019.500.002138.500.002257.750.00柱布置截面号,约束信息,截面布置角度梁布置截面号,约束信息- 6 -标准截面号约束信息柱号标准截面号约束信息截面布置角度14两端刚接021两端刚接031

6、两端刚接043两端刚接051两端刚接061两端刚接074两端刚接083两端刚接091两端刚接0101两端刚接0112两端刚接0截面号截面信息1焊接组合 H 形截面: H*B1*B2*Tw*T1*T2=500*300*300*6*14*142焊接组合 H 形截面: H*B1*B2*Tw*T1*T2=200*180*180*6*8*83焊接组合 H 形截面: H*B1*B2*Tw*T1*T2=500*300*300*6*14*144焊接组合 H 形截面: H*B1*B2*Tw*T1*T2=500*300*300*6*12*125H 形变截面: (H1H2)*B1*B2*Tw*T1*T2=(4006

7、50)*250*250*5*12*126H 形变截面: (H1H2)*B1*B2*Tw*T1*T2=(650400)*210*210*5*10*107焊接组合 H 形截面: H*B1*B2*Tw*T1*T2=400*200*200*5*10*108H 形变截面: (H1H2)*B1*B2*Tw*T1*T2=(400650)*300*300*5*14*149H 形变截面: (H1H2)*B1*B2*Tw*T1*T2=(650400)*300*300*5*14*1410焊接组合 H 形截面: H*B1*B2*Tw*T1*T2=400*180*180*5*8*8截面特性截面特性- 7 -截面号ix

8、(cm)iy (cm)W1x (cm3)W2x (cm3)W1y (cm3)W2y (cm3)122.17.52194.92194.9420.1420.128.64.4296.7296.786.486.4322.17.52194.92194.9420.1420.1421.97.31930.71930.7360.1360.1522.96.11703.71703.7250.0250.0622.24.81265.51265.5147.1147.1717.24.8875.0875.0133.4133.4823.57.62284.42284.4420.0420.0923.57.62284.42284.4

9、420.0420.0截面号Xc (mm)Yc (mm)Ix (cm4)Iy (cm4)A (cm2)1150.0250.054872.66300.9112.3290.0100.02967.2777.939.83150.0250.054872.66300.9112.34150.0250.048267.15400.9100.65125.0262.544722.23125.585.06105.0262.533218.31544.067.37100.0200.017499.71333.759.08150.0262.559964.36300.5108.99150.0262.559964.36300.51

10、08.91090.0200.013424.6778.048.0标准截面号约束信息16两端刚接27两端刚接35两端刚接48两端刚接57两端刚接69两端刚接79两端刚接810两端刚接98两端刚接1010两端刚接六. 构件设计结果钢柱验算结果钢梁验算结果七. 荷载与计算结果简图- 8 -应力比剪应力比平面内(上端)稳定平面外(下端)稳定腹板高厚比翼缘宽厚比质量(kg)状态10.930.720.800.89101.0010.25356.8通过20.800.340.740.8376.009.75371.0通过30.910.970.730.71100.2010.21451.3通过40.860.870.72

11、0.8199.4010.54385.0通过50.880.330.810.8476.009.75371.0通过60.690.740.590.6599.4010.54385.0通过70.860.840.710.8199.4010.54385.0通过80.490.240.550.6176.8010.94188.6通过90.680.760.590.6499.4010.54385.0通过100.470.230.550.6276.8010.94188.6通过柱号应力比剪应力比平面内稳定平面外稳定腹板高厚比翼缘宽厚比平面内长细比平面外长细比质量(kg)状态10.650.210.820.6279.3312.2

12、591.0994.56547.1通过20.470.140.550.8578.6710.5058.9292.53611.0通过30.470.140.570.8778.6710.5058.9592.53611.0通过40.630.230.790.5678.6710.5091.8792.53611.0通过50.690.110.770.6178.6710.5058.9218.69123.4通过60.700.110.780.6278.6710.5058.9518.69123.4通过70.780.180.750.7179.3312.2591.0965.63379.7通过80.830.190.820.747

13、8.6710.5091.8764.22424.7通过90.490.120.480.5678.6710.5058.9258.55386.6通过100.490.120.480.5678.6710.5058.9558.55386.6通过110.200.090.170.1030.6710.8847.6339.8355.6通过截面号ix (cm)iy (cm)W1x (cm3)W2x (cm3)W1y (cm3)W2y (cm3)1016.74.0671.2671.286.486.41.结构简图- 9 -图 7-1刚架简图2.荷载简图3.63. 63.63. 63.63.63.63.63.63.60.

14、130.137.5-7. 57.5-7.5图 7-2恒载简图- 11 -10525 10 13.5510 10 13.52010图 7-3活载简图- 12 -2.72. 72. 72.72. 72.72. 72. 72. 72.7图 7-4第 1 组互斥活荷载简图- 13 -018.544.54.54. 54.54.54. 54.54.54.54.5图 7-5第 2 组互斥活荷载简图- 14 -5.633. 385.633. 385. 633.385. 633. 385. 633.38图 7-6第 3 组互斥活荷载简图- 15 -5. 633.385. 633.385.633. 385. 63

15、3. 383. 385.63图 7-7第 4 组互斥活荷载简图- 16 -7.011.132.421.092.33图 7-8左风 1 简图- 17 -7. 01-242-1.13-233-1.09图 7-9右风 1 简图- 18 -7. 012.990. 572.870.54图 7-10左风 2 简图- 19 -7.01-0. 57-2. 9-0.54-2. 7图 7-11右风 2 简图- 20 -Q=16t, Lk=17.5m, A4, A5中级软钩Q=16t, Lk=17.5m, A4, A5中级软钩13.5213.52Q=8t, Lk=17.5m, A4,A5中级软钩Q=8t, Lk=1

16、7.5m, A4,A5中级软钩Q=8t, Lk=17.5m, A4,A5中级软钩Q=8t, Lk=17.5m, A4,A5中级软钩8.518.518.518.51750750750750750750图 7-12吊车荷载简图- 21 -1000173.1138. 691000344. 0661700404173.1138.693.应力比图0. 17(48)0. 10(40)0.0. 48(59)0.56(59)0. 48(59)0.56(59)0. 490.490. 75(91)0. 71(66)82(92)74(64)0.780.830. 77(59)0. 61(19)0. 78(59)0.

17、62(19)0.690.700. 82(91)0. 62(95)0. 55(59)0. 85(93)0. 57(59)0. 87(93)79(92)56(93)0. 650. 470.470. 63图 7-13应力比图- 22 -200.0.0.0.4.内力图0.0 0. 0162.63. 1238. 82. 2152-129.415.250. 4-373. 345123. 6-323.9268. 8 5. 927. 1-73. 229.0 8. 51302-220. 1123. 6227-183.144846. 238.9-140. 78 13. 2107.6-30. 3164345. 51

18、97306319842518254. 3089335. 62178图 7-14弯矩包络图- 23 -124.53733159.8-159.831.531.519.176.044.0 -98.6-44.098.6624602.3986129546.1-46.1-81.081.077.2-77.2-24.124.149.3-49.3- 4.874.81318-96.7494119.041.8-110.6-41.8110.613.177.0192.9-192.927.227.21444-45410.0 0.0-30.5 43.6-4.8173 -17.3-17.83.3-69.59.620.428.

19、7289-26.5 38.2-24.4-24.456.0 6.624.334.665.126.6-369 49.5-73.56.644.175.237.450.081.946.1图 7-15剪力包络图- 24 -122.725.225.3-84.5-84.5-109127.961. 26.2-6.05.9-58. 0-58.0-1321145.383.9839-25.8-18.3168031.4-21.639305.227.9-24.90.150. 638.3-38.70 0-27533-274330 0-12522-17217280 -28279 -28-733 13-732 14131-1

20、77735 -12-987 1734 -12-986 1178-11-365-400 133-1 995 5 994 509 5图 7-16轴力包络图- 25 -5.位移图14. 413.120. 513. 9143 15. 214. 714414. 7(1/864)14. 0(1/ 05)14. 6(1/806)14. 4(1/818)7.49.813. 85.37. 65. 5图 7-17左风 1 位移图- 26 -0.10.2-29.6-16.20.3-0.3-0.5-0.8-10.4-5.5-0.2-0.2-0.3-6.2-19.3-0.1-0.1-0.1-13.3-12.5-13.1-131-13.9-13.8-131-12.8 1/991)-13.8(1920)-13.0( /903)-13.50)-8.8-7.2-52-6.85.3-12图 7-18右风 1 位移图- 27 -0.1-0.1-19.2-5.9-0.3-0.2-0.2-6.0-12.02.0-0.5-0.3-0.3-14.7-25.60.2-0.1-0.2-11.78(.6/813.414.118.613.814.114.414514.313.914