計(jì)算書-a1a2鋼結(jié)構(gòu)

鋼結(jié)構(gòu)受拉柱容許長細(xì)比:400工程名:2鋼結(jié)構(gòu)受壓柱容許長細(xì)比:180************

PK11.EXE

*****************日期:1/1/2020鋼梁(恒+活)容許撓跨比:鋼梁(活)容許撓跨比: l/l/

180180時(shí)間:19:06:50設(shè)計(jì)主要依據(jù):《建筑結(jié)構(gòu)荷載規(guī)范》(GB

50009-2012);《建筑抗震設(shè)計(jì)規(guī)范》(GB

50011-2010);《鋼結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)》(GB

50017-2017);《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》(GB

50010-2010);結(jié)果輸出----總信息----結(jié)構(gòu)類型:門式剛架輕型房屋鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范:按《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》計(jì)算結(jié)構(gòu)重要性系數(shù):

1.00節(jié)點(diǎn)總數(shù):柱數(shù):梁數(shù):392424支座約束數(shù):

7標(biāo)準(zhǔn)截面總數(shù):31活荷載計(jì)算信息:1

組相容活荷，6

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

組互斥活荷一次加載第

3

組互斥活荷一次加載第

4

組互斥活荷一次加載第

5

組互斥活荷一次加載第

6

組互斥活荷一次加載風(fēng)荷載計(jì)算信息:計(jì)算風(fēng)荷載鋼材:Q345(Q355)梁柱自重計(jì)算信息:柱梁自重都計(jì)算恒載作用下柱的軸向變形:

考慮梁柱自重計(jì)算增大系數(shù):

1.20基礎(chǔ)計(jì)算信息:

不計(jì)算基礎(chǔ)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:

0.90鋼柱計(jì)算長度系數(shù)計(jì)算方法:有側(cè)移鋼結(jié)構(gòu)階形柱的計(jì)算長度折減系數(shù):0.800l/

60柱頂容許水平位移/柱高:柱混凝土強(qiáng)度等級:C30梁混凝土強(qiáng)度等級:C30梁柱主筋級別:HRB400梁柱箍筋級別:HPB300柱混凝土保護(hù)層厚度：

20梁混凝土保護(hù)層厚度：

20混凝土梁支座負(fù)彎矩調(diào)幅系數(shù):

1.00影響系數(shù)取值依據(jù):10

抗規(guī)(2016

修訂版)特征周期(s):

0.55水平

影響系數(shù)最大值αmax:0.16作用作用計(jì)算:計(jì)算水平抗震等級:三級計(jì)算振型數(shù)：

3烈度：8.00場地土類別：Ⅲ類附加重量節(jié)點(diǎn)數(shù)：

0設(shè)計(jì)

分組：第二組周期折減系數(shù):0.80力計(jì)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)1.050窄行輸出柱、梁控制組合內(nèi)力與配筋防火設(shè)計(jì)計(jì)算信息：考慮防火設(shè)計(jì)

建筑耐火等級：一級矩800X800-0矩800X800-0矩800X800-0矩800X800-0矩800X800-0矩800X800-0矩800X800-0箱450X450-0箱450X450-0箱450X450-0H(400～800)X250X6X12-0H(400～800)X300X6X14-0H(400～800)X300X6X14-0H250X250X6X12-0箱450X450-0箱450X45箱0-4050X450-0箱450X450-0箱450X450-0箱450X450-0箱450X450-0箱450X450箱0450X450-0H400X200X8X12-0H400X200X8X12-0H700X270X10X16-0H400X200X8X12-012345678101113141516171920232425262728293031323334353637383912345678129910111213141516171920212223241矩600X1200-02矩600X1200-03矩600X1200-04矩600X1200-05矩600X1200-06矩600X1200-07矩600X1200-08910H700X270X10X16-01112H700X270X10X16-0142115

2213

18

18161718192021222324985010250102501025010250985060700門架立面圖(KLM.T)1080021100243827502190

2430204201700

980

1790249904500恒載圖(D-L.T)240532.282.286.56.56.56.53.993.993.993.993.993.993.993.993.993.993.99活載圖(L-L1.T)751033075103302.82.82.82.85.135.13活載圖(L-L2.T)3.423.423.423.423.423.423.423.423.423.423.42活載圖(L-L3.T)5.132.1623.75.1302.25.13025.135.135.135.135.135.135.135.13活載圖(L-L4.T)5.132.1623.75.1302.26.

41023.853.856.413.856.413.856.416.41活載圖(L-L5.T)5.132.1623.75.1302.23.85026.416.413.856.413.856.413.853.85活載圖(L-L6.T)5.132.1623.75.1302.25.135.135.135.13活載圖(L-L7.T)5.132.1623.75.1302.25.13025.135.135.135.13左風(fēng)載工況1圖（L-W-1.T）1

573

681

571

671

671

723.685.46右風(fēng)載工況1圖（R-W-1.T）-3.36-1.72-3.36-3

57-3

57-3

68-1.72-5.4-6左風(fēng)載工況2圖（L-W-2.T）4.150

864.154.44.44.550

865

46右風(fēng)載工況2圖（R-W-2.T）-0

79-4.55-0

79-0

83-0

83-0

86-4.555

3-6

配筋包絡(luò)和鋼結(jié)構(gòu)應(yīng)力比圖(mm

2

)鋼結(jié)構(gòu)應(yīng)力比圖說明：對于按《GB

50017-2017》計(jì)算的柱、梁柱左：強(qiáng)度計(jì)算應(yīng)力比右上：平面內(nèi)穩(wěn)定應(yīng)力比（對應(yīng)長細(xì)比）右下：平面外穩(wěn)定應(yīng)力比（對應(yīng)長細(xì)比）梁左上：上翼緣受拉時(shí)截面最大應(yīng)力比右上：梁整體穩(wěn)定應(yīng)力比（0表示沒有計(jì)算）左下：下翼緣受拉時(shí)截面最大應(yīng)力比右下：剪應(yīng)力比對于按輕鋼規(guī)程計(jì)算的柱、梁柱左：作用彎矩與考慮屈曲后強(qiáng)度抗彎承載力比值右上：平面內(nèi)穩(wěn)定應(yīng)力比（對應(yīng)長細(xì)比）右下：平面外穩(wěn)定應(yīng)力比（對應(yīng)長細(xì)比）梁上：作用彎矩與考慮屈曲后強(qiáng)度抗彎承載力比值左下：平面內(nèi)穩(wěn)定應(yīng)力比右下：平面外穩(wěn)定應(yīng)力比208020802080208020802080208020

0208020

0208020802080200.260.66(176)0.19(34)0.310.30(23)0.24(34)0.330.42(85)0.20(30)0.190.26(115)0.11(30)0.46(111)0.270.46(1

1

4

)0

.

1

50.21(88)0.12(34)0.180.18(49)0.14(34)0.200.21(51)0.10(30)0.110.12(97)0.07(31)0.64(172)0.57

0.84(98)0.07(17)0.24

0.28(136)0.82(142)0.23

0.31(147)0.90(142)0.10

0.09(46)0.09(34)0.090.09(47)0.06(23)0.090.08(38)0.04(23)0.040.03(46)0.02(20)18001800180018001800180018001800181618081800180018001800180018001800180018001800180018000.52

0.350.550.79

0.640.830.11

0.090.23

0.110.24

0.160.29

0.280.070.05(31)0.140.240.150.100.080.070.080.08

鋼梁撓度圖(恒+活)

(mm)撓度輸出說明：梁下：最大撓度值：撓跨比=梁最大撓度/跨度1/15828.21/69241.51/137170.31/63671.61/205970.21/33660.31/4282

1.61/60533.91/57831.71/390570.1-0.10.4-0.10.6-0.10.2-0.10.10.00.20.00.20.00.1-0.9-0.80.6

0.7-0.91.0-0.11.3-0.91.4-0.81.9-1.30.8-1.40.8-1.41.2-1.4-0.50.4-1.50.6-0.40.8-5.50.4-1.40.9-1.41.2-1.4.4-0.92.7-1.218.2-1.4-1.41.41.4.3-0.912.8-1.012.1-0.915.1-0.78.6

恒載節(jié)點(diǎn)位移圖(標(biāo)準(zhǔn)值)(mm)-0.10.20.00.2-0.10.1-0.10.0-0.10.1-0.10.00.00.0-2.8-2.40.3

0.4-0.90.4-0.10.3-2.70.4-2.45

1-4.40.4-4.90.5-1.50.5-4.10.5-4.20.5-4.00.7-13.20.5-5.20.5-1.70.5-5.00.4-0.83.5-5.330.9-4.6-4.9-4.50.40.40.3-4.820.6-3.714.9-3.617.9-1.012.6

活載節(jié)點(diǎn)位移圖(mm)2.0

(1/5333)-0.12.0

(1/5348)0.02.0

(1/5394)0

02.0

(1/5441)0.02.0

(1/5466)-0

12.0

(1/5473)0.02.0

(1/5458)0.012.5

(1/1281)11.4

(1/1340)-0.

-0.112.6

(1/1278)0.02.00.212.6

(1/1278)0.2-8.316.3-0.2-0.217.7

(1/1189)-0.218.3

(1/1189)-0.517.2

(1/1266)-0.523.4-0.2-0.20.00.211.8

11.6-12.718.2-15.719.6

(1/1278).019.5

(1/1279)19.5

(1/1279)00.218.318(.13/1179)18.118.0

(1/1169)18.0

(1/1168)0.20.517.6-8.117.9-15.917.8-20.517.6-12.8

左風(fēng)１節(jié)點(diǎn)位移圖(標(biāo)準(zhǔn)值)(mm)-1.8

(1/5911)0

0-1.8

(1/5954)0.0-1.8

(1/6020)0.0-1.8

(1/6065)0.0-1.8

(1/6086)-0.1-1.8

(1/6080)0.0-1.8

(1/6049)0.0-7.8

(1/1971)-8

2

(1/1946)0.0

0.0-8

2

(1/1960)0.0-1.8-0.1-8

2

(1/1966)-0.2-7.9.7-9.60.0-10.50.0-10.5

(1/1999)0.0-11

9

(1/1764)-0.4-10.6

(1/2054)-0.4-11

8

(1/1844)-0.8-6.4-0.4-11.2

(1/2223)0.0-11.2

(1/2229)0.0-11

2

(1/2231)-0.2-7.92.2-10.8-26.0-10.-610(.16/2032)-10.5

(1/1998)-0.-20.2-0

2-11.1-20.3-11.1-13.4-11.2-16.2-11.5-8.1

右風(fēng)１節(jié)點(diǎn)位移圖(標(biāo)準(zhǔn)值)(mm)2.0-0

12.00

01.90.01.90.01.90

01.90.01.90.012.311.3-0.

-0.112.30.02.00

212.30.211.4-7.915.8-0.217.3-0.217.20.017.216.9-0.117.4-0.216.7-0.221.0-0.118.6-0.218.60.018.60.211.6-12.117.1-6.817.417.50.20.20.416.8-1.517.2-8.617.1-11.517.0-7.6

左風(fēng)２節(jié)點(diǎn)位移圖(標(biāo)準(zhǔn)值)(m

m)-1.50

0-1.50.0-1.50.0-1.50.0-1.50.0-1.50.0-1.50.0-5.1-4.80.0

0.0-5.10.0-1.5-0.1-5.1-0.1-4.90.6-5.90.0-6

50.0-6.50.0-7.1-0.2-6

6-0.2-7.1-0.50.0-0.2-7.10.0-7.10.0-7.1-0.1-4.90.7-6.3-19.3-6

6-6.6-6

5-0.-10.10.1-6.5-14.1-6.8-5.4-6.8-6.4-7.0-2.7

右風(fēng)２節(jié)點(diǎn)位移圖(標(biāo)準(zhǔn)值)(mm)5.7

(1/1894)5.7

(1/1911)5.6

(1/1926)5.6

(1/1936)5.6

(1/1943)5.6

(1/1946)29.8

(1/538)27.6

(1/555)29.8

(1/538)5.7

(1/1897)5.729.8

(1/539)28.136.540.140.2

(1/523)40.2

(1/522)40.7

(1/515)40.7

(1/535)40.7

(1/536)45.543.0

(1/581)43.0

(1/581)43.0

(1/581)28.441.040.740(.17/529)40.640.940.840.9

左

作用節(jié)點(diǎn)位移圖(標(biāo)準(zhǔn)值)(mm)-5.7