11#廠房 桁架(上層)結(jié)構(gòu)計(jì)算書

11#廠房桁架（上層）結(jié)構(gòu)計(jì)算書

目錄

—計(jì)算軟件小0.......................3

結(jié)構(gòu)計(jì)算筏國(guó).................................................................................................................................................3

R.蛀構(gòu)計(jì)燈心息.................................................................................................................................................3

........................3

六?荷就效合.....................................................................................................................6

1.作TiJiftft表......-......-.........................................................6

2.荷馳效螳組分表.................................................................................7

........................7

1,左地震....................................................................................................................................................7

........................8

A.內(nèi)力H9依果.................................................................................................................................................9

1.審工況為力................................................__________________________________________________________.....____............................9

......................12

十.內(nèi)件設(shè)計(jì)笳果...............................................................................................................................................13

....................134

］殆構(gòu)何用....................134

2,荷被諭制..............................................................................................................................................136

3.應(yīng)力比電.............................................................................................................................................138

4內(nèi)h圖....................139

5,位移國(guó)一_________150

--設(shè)計(jì)依據(jù)梁剛度地大系數(shù)：LOO

綱結(jié)構(gòu)撲假面面枳。毛$￡面面枳比:

《建筑結(jié)構(gòu)荷駿規(guī)范》<GB5<XX)%2012);0.85

的柱夕長(zhǎng)度余數(shù)“妙方達(dá)：有移

《建筑川震設(shè)計(jì)視范31GB50011-2010);il(W

做結(jié)構(gòu)射形柱的和愎折減系數(shù):

《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)葩》(GB50017-2(X)3);ilK0.800

程序門向確定允許的長(zhǎng)細(xì)比

二.計(jì)算軟件信息做她包+活溶訂撓跨比；IM00

本工程十算軟件為PKPM的結(jié)構(gòu)設(shè)計(jì)軟件(10板V4.1-2017年9月12日).小梁(活容許曉好比：1乃00

計(jì)劃國(guó)為2018年7月22日17時(shí)27分7杪.柱頂容訐水平位移/柱高：1/500

地表影謝系敢取債依據(jù)：10抗賽(2016假"板)

三.結(jié)構(gòu)計(jì)算簡(jiǎn)圖

特征周期⑸035

水平飽豆影晌半數(shù)試大曲anux:0.08

地聯(lián)作月計(jì)算：計(jì)算水平地月侑用

計(jì)更振曳數(shù)：3

地表烈發(fā)：7.00

場(chǎng)地土類別：II類

附加正代HE.數(shù)：0

SW1構(gòu)面圖設(shè)計(jì)地/分組：笫一組

四.結(jié)構(gòu)計(jì)算信息周用折液系數(shù)080

地表力il修方法I振型分斛法

結(jié)構(gòu)類型：?jiǎn)螌愉摻Y(jié)構(gòu)廠歷

結(jié)構(gòu)阻尼比：0.050

設(shè)計(jì)規(guī)油按《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)苑3計(jì)算

ficGB5(011-2010地表效應(yīng)用人系數(shù):1.050

結(jié)構(gòu)術(shù)要性系數(shù)：100

節(jié)點(diǎn)總政：36五.結(jié)構(gòu)基本信息

拄數(shù)：67

節(jié)點(diǎn)坐標(biāo)

梁然0

節(jié)點(diǎn)號(hào)XY節(jié)點(diǎn)號(hào)XY

支座約束數(shù)：2

10.002.0021.172.00

標(biāo)準(zhǔn)截而鼎數(shù):6

32.702.0044.222.00

活荷找i燈信息：考慮活荷我不利布置55.752.0067.282.00

風(fēng)荷改i算信息：不計(jì)算風(fēng)荷戰(zhàn)78.802.00810322.00

鋼材：Q345$11.852.0010133S2.00

望住自里什脖信息：杜梁白至郎計(jì)算IIM.902.0012I6J22.00

17.952.001419.482.00

忻欣作用下柱的軸向變形：考慮13

1521.002.001622422.00

梁柱門年計(jì)算增大系數(shù)：1.20

1723.702.00180.004.00

節(jié)點(diǎn)號(hào)XY節(jié)點(diǎn)號(hào)XY柱專節(jié)點(diǎn)1節(jié)點(diǎn)n柱號(hào)節(jié)點(diǎn)I節(jié)點(diǎn)n

19LI74.00202.704.00491128502829

21422400T2575400511129521229

237.2?4.00248.804.00531329542930

2510.324.002611.854.00551330563031

2711384.002K14.904.005713315H!431

2916.424.003017.954.005S1531603132

3119.484.003221.004.00611532623233

3322.524.003423.704.00631533641633

350.000.003623.7()0.00651733661734

34

柱關(guān)聯(lián)號(hào)6733

梁關(guān)聯(lián)號(hào)

柱弓節(jié)點(diǎn)】號(hào)點(diǎn)n柱號(hào)七點(diǎn)【竹點(diǎn)n

135123617—多|節(jié)點(diǎn)I|節(jié)點(diǎn)n|一號(hào)|節(jié)電【|節(jié)點(diǎn)n

312423

柱節(jié)點(diǎn)偏心?m>

534645

節(jié)口號(hào)柱偏心依節(jié)點(diǎn)號(hào)柱憫心值節(jié)號(hào)柱偏心如

7568670

2

978108910.0000.00030.000

IIQ101，mII40.00050.00060.000

13111214121370.00080.00090.000

151314161415IC0.000110.000120.000

14

171516181617130.0000.000150.000

191182018191(：0.000170.000180.000

2111922219190.000200.000210.000

0.00024

2331924192022230.0000.000

25320262021250.000260.000270.000

2732128421280.000290.000300.000

29521302122310.000320.000330.000

乂

315223222230.000350.000360.000

3352334623標(biāo)準(zhǔn)藏面信息

3s723362324

故面號(hào)板面信息

37724382425

1國(guó)標(biāo)蜜*不翼緣H型斜：HM544X3OO

3972540825

等邊角綱背時(shí)背組合1n1.250x20

419254225262

股間距:0

43926442627

等邊角鋼宵對(duì)背出合r「1.140x10

459274610273

股間距:0

471127482728

4等邊角鋼背對(duì)背相合rnLI40XI2

截面號(hào)被面信息柱號(hào)標(biāo)準(zhǔn)截面號(hào)溝束信息截面布JH角吱

肢間距:0506兩端剛接0

或邊角裕開可行加小rrLMOxIO314南瑞剛推0

5

肢間曲：0326兩用刖接0

W接姐介H形故面：334兩端刖接0

6

HaB1"B24Tw,T14T2=S(XFMOOMOO”6”20,20345兩端刈接0

柱布置截面號(hào),約束信層,低面布置角度354兩端剛接0

366兩坨剛接0

柱號(hào)標(biāo)準(zhǔn)南面號(hào)約束信息我面右置用傻

374兩端剛接0

16兩端較按0

386兩端剛接0

26兩湘校接0

394兩甫剛接0

32兩端視接0

405兩端剛接0

42兩戕出接0

414兩端剛接0

52兩潴剛接0

426兩端剛接0

62兩端樹接0

434兩冏剛接0

72兩然剛接0

446兩端剛接0

82兩端剛接0

454兩端剛接0

92兩嵋剛按0

465兩端剛接0

2兩然凰悠

100474兩瑞剛接0

II2兩端段接0

486兩端剛接0

122兩端網(wǎng)按0

494兩端剛接0

132兩端剛接0

506兩州剛接0

142兩端搟接0

514必端刖接0

2兩端剛接

150525兩端刈接0

162兩端一按0

534兩端剛接0

)72西然搟接0

546兩用剛接0

182兩端視接0

555兩端剛接0

194兩端剛接0

566兩端剛接0

206兩淞除接0

574兩期剛執(zhí)0

214兩端四接0

585兩用剛接0

225兩端剛接0

594兩端剛接0

234兩簫剛按0

606兩端剛接0

246兩端用接0

615兩用剛接0

254兩端視接0

626兩端剛接0

266兩端所接0

634兩笳刈接0

274西端明接0