鋼結(jié)構(gòu)計算書219軸剛架

1、29 軸剛架計算書目錄一.二.三.四.五.六.七.設(shè)計依據(jù)3計算軟件信息3結(jié)構(gòu)計算簡圖3結(jié)構(gòu)計算信息3結(jié)構(gòu)基本信息4構(gòu)件設(shè)計結(jié)果8荷載與計算結(jié)果簡圖81.2.3.4.5.結(jié)構(gòu)簡圖9荷載簡圖11應(yīng)力比圖22內(nèi)力圖23位移圖26- 2 -一. 設(shè)計依據(jù)結(jié)構(gòu)荷載規(guī)范(GB 50009-2012);抗震設(shè)計規(guī)范(GB 50011-2010);鋼結(jié)構(gòu)設(shè)計規(guī)范(GB 50017-2003);門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范(GB 51022-2015);二. 計算軟件信息本工程計算軟件為 PKPM 鋼結(jié)構(gòu)設(shè)計軟件(10 版 V3.1.5-2016 年 9 月 9 日)。計算日期為2017 年 2 月 16

2、日 10 時 58 分 48 秒。三. 結(jié)構(gòu)計算簡圖圖 1-1 結(jié)構(gòu)簡圖四. 結(jié)構(gòu)計算信息門式剛架輕型房屋鋼結(jié)構(gòu)按門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范（GB結(jié)構(gòu)類型:設(shè)計規(guī)范:51022-2015）計算結(jié)構(gòu)重要性系數(shù): 1.00節(jié)點總數(shù): 柱數(shù):支座約束數(shù): 標(biāo)準(zhǔn)截面總數(shù):221110410活荷載計算信息:1 組相容活荷，4組互斥活荷載相容活荷考慮不利布置第 1 組互斥活荷考慮不利布置第 2 組互斥活荷考慮不利布置- 3 -35093014031050402 2220310第 3 組互斥活荷考慮不利布置第 4 組互斥活荷考慮不利布置風(fēng)荷載計算信息:計算風(fēng)荷載鋼材:Q345梁柱自重計算信息:柱梁自重都

3、計算恒載作用下柱的軸向變形: 考慮梁柱自重計算增大系數(shù): 1.20梁剛度增大系數(shù): 1.00鋼結(jié)構(gòu)凈截面面積與毛截面面積比: 0.85門式剛架梁平面內(nèi)的整體穩(wěn)定性: 按壓彎構(gòu)件驗算程序自動確定的長細比鋼梁(恒+活)容許撓跨比: 柱頂容許水平位移/柱高:影響系數(shù)取值依據(jù): 10特征周期(s):0.45ll/180/180(2016 修訂版)水平影響系數(shù)最大值max:0.08作用計算: 計算水平計算振型數(shù)：3烈度：7.00 場地土類別：類附加重量節(jié)點數(shù)：0作用設(shè)計分組：第一組周期折減系數(shù):0.80力計算方法：振型分解法結(jié)構(gòu)阻尼比：0.050按 GB50011-2010效應(yīng)增大系數(shù):1.000五.

4、結(jié)構(gòu)基本信息節(jié)點坐標(biāo)- 4 -節(jié)點號XY節(jié)點號XY10.256.93219.506.93338.506.93457.756.93519.508.33638.508.33柱關(guān)聯(lián)號梁關(guān)聯(lián)號柱節(jié)點偏心 (m)標(biāo)準(zhǔn)截面信息- 5 -節(jié)點號柱偏心值節(jié)點號柱偏心值節(jié)點號柱偏心值10.00020.00030.00040.00050.00060.00070.00080.25090.000100.000110.000120.000130.000140.000150.000160.000170.000180.000190.000200.000210.000220.000節(jié)點節(jié)點節(jié)點節(jié)點41113512106131

5、57141281716柱號節(jié)點節(jié)點柱號節(jié)點節(jié)點761411818節(jié)點號XY節(jié)點號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柱布置截面號,約束信息,截面布置角度梁布置截面號,約束信息- 6 -標(biāo)準(zhǔn)截面號約束信息柱號標(biāo)準(zhǔn)截面號約束信息截面布置角度14兩端剛接021兩端剛接031

6、兩端剛接043兩端剛接051兩端剛接061兩端剛接074兩端剛接083兩端剛接091兩端剛接0101兩端剛接0112兩端剛接0截面號截面信息1焊接組合 H 形截面: H*B1*B2*Tw*T1*T2=500*300*300*6*14*142焊接組合 H 形截面: H*B1*B2*Tw*T1*T2=200*180*180*6*8*83焊接組合 H 形截面: H*B1*B2*Tw*T1*T2=500*300*300*6*14*144焊接組合 H 形截面: H*B1*B2*Tw*T1*T2=500*300*300*6*12*125H 形變截面: (H1H2)*B1*B2*Tw*T1*T2=(4006

7、50)*250*250*5*12*126H 形變截面: (H1H2)*B1*B2*Tw*T1*T2=(650400)*210*210*5*10*107焊接組合 H 形截面: H*B1*B2*Tw*T1*T2=400*200*200*5*10*108H 形變截面: (H1H2)*B1*B2*Tw*T1*T2=(400650)*300*300*5*14*149H 形變截面: (H1H2)*B1*B2*Tw*T1*T2=(650400)*300*300*5*14*1410焊接組合 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 -截面號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截面號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標(biāo)準(zhǔn)截面號約束信息16兩端剛接27兩端剛接35兩端剛接48兩端剛接57兩端剛接69兩端剛接79兩端剛接810兩端剛接98兩端剛接1010兩端剛接六. 構(gòu)件設(shè)計結(jié)果鋼柱驗算結(jié)果鋼梁驗算結(jié)果七. 荷載與計算結(jié)果簡圖- 8 -應(yīng)力比剪應(yīng)力比平面內(nèi)(上端)穩(wěn)定平面外(下端)穩(wěn)定腹板高厚比翼緣寬厚比質(zhì)量(kg)狀態(tài)10.930.720.800.89101.0010.25356.8通過20.800.340.740.8376.009.75371.0通過30.910.970.730.71100.2010.21451.3通過40.860.870.72

11、0.8199.4010.54385.0通過50.880.330.810.8476.009.75371.0通過60.690.740.590.6599.4010.54385.0通過70.860.840.710.8199.4010.54385.0通過80.490.240.550.6176.8010.94188.6通過90.680.760.590.6499.4010.54385.0通過100.470.230.550.6276.8010.94188.6通過柱號應(yīng)力比剪應(yīng)力比平面內(nèi)穩(wěn)定平面外穩(wěn)定腹板高厚比翼緣寬厚比平面內(nèi)長細比平面外長細比質(zhì)量(kg)狀態(tài)10.650.210.820.6279.3312.2

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

13、8.6710.5091.8764.22424.7通過90.490.120.480.5678.6710.5058.9258.55386.6通過100.490.120.480.5678.6710.5058.9558.55386.6通過110.200.090.170.1030.6710.8847.6339.8355.6通過截面號ix (cm)iy (cm)W1x (cm3)W2x (cm3)W1y (cm3)W2y (cm3)1016.74.0671.2671.286.486.41.結(jié)構(gòu)簡圖- 9 -圖 7-1剛架簡圖2.荷載簡圖3.63. 63.63. 63.63.63.63.63.63.60.

14、130.137.5-7. 57.5-7.5圖 7-2恒載簡圖- 11 -10525 10 13.5510 10 13.52010圖 7-3活載簡圖- 12 -2.72. 72. 72.72. 72.72. 72. 72. 72.7圖 7-4第 1 組互斥活荷載簡圖- 13 -018.544.54.54. 54.54.54. 54.54.54.54.5圖 7-5第 2 組互斥活荷載簡圖- 14 -5.633. 385.633. 385. 633.385. 633. 385. 633.38圖 7-6第 3 組互斥活荷載簡圖- 15 -5. 633.385. 633.385.633. 385. 63

15、3. 383. 385.63圖 7-7第 4 組互斥活荷載簡圖- 16 -7.011.132.421.092.33圖 7-8左風(fēng) 1 簡圖- 17 -7. 01-242-1.13-233-1.09圖 7-9右風(fēng) 1 簡圖- 18 -7. 012.990. 572.870.54圖 7-10左風(fēng) 2 簡圖- 19 -7.01-0. 57-2. 9-0.54-2. 7圖 7-11右風(fēng) 2 簡圖- 20 -Q=16t, Lk=17.5m, A4, A5中級軟鉤Q=16t, Lk=17.5m, A4, A5中級軟鉤13.5213.52Q=8t, Lk=17.5m, A4,A5中級軟鉤Q=8t, Lk=1

16、7.5m, A4,A5中級軟鉤Q=8t, Lk=17.5m, A4,A5中級軟鉤Q=8t, Lk=17.5m, A4,A5中級軟鉤8.518.518.518.51750750750750750750圖 7-12吊車荷載簡圖- 21 -1000173.1138. 691000344. 0661700404173.1138.693.應(yīng)力比圖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圖 7-13應(yīng)力比圖- 22 -200.0.0.0.4.內(nèi)力圖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圖 7-14彎矩包絡(luò)圖- 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圖 7-15剪力包絡(luò)圖- 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圖 7-16軸力包絡(luò)圖- 25 -5.位移圖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圖 7-17左風(fēng) 1 位移圖- 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圖 7-18右風(fēng) 1 位移圖- 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