11#厂房 桁架(上层)结构计算书

11#厂房桁架（上层）结构计算书

目录

—计算软件小0.......................3

结构计算筏国.................................................................................................................................................3

R.蛀构计灯心息.................................................................................................................................................3

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

六・荷就效合.....................................................................................................................6

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

2.荷驰效螳组分表.................................................................................7

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

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

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

A.内力H9依果.................................................................................................................................................9

1.审工况为力................................................__________________________________________________________.....____............................9

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

十.内件设计笳果...............................................................................................................................................13

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

］殆构何用....................134

2,荷被谕制..............................................................................................................................................136

3.应力比电.............................................................................................................................................138

4内h图....................139

5,位移国一_________150

--设计依据梁刚度地大系数：LOO

纲结构扑假面面枳。毛$£面面枳比:

《建筑结构荷骏规范》<GB5<XX)%2012);0.85

的柱夕长度余数“妙方达：有移

《建筑川震设计视范31GB50011-2010);il(W

做结构射形柱的和愎折减系数:

《钢结构设计规葩》(GB50017-2(X)3);ilK0.800

程序门向确定允许的长细比

二.计算软件信息做她包+活溶订挠跨比；IM00

本工程十算软件为PKPM的结构设计软件(10板V4.1-2017年9月12日).小梁(活容许晓好比：1乃00

计划国为2018年7月22日17时27分7杪.柱顶容讦水平位移/柱高：1/500

地表影谢系敢取债依据：10抗赛(2016假"板)

三.结构计算简图

特征周期⑸035

水平饱豆影晌半数试大曲anux:0.08

地联作月计算：计算水平地月侑用

计更振曳数：3

地表烈发：7.00

场地土类别：II类

附加正代HE.数：0

SW1构面图设计地/分组：笫一组

四.结构计算信息周用折液系数080

地表力il修方法I振型分斛法

结构类型：单层钢结构厂历

结构阻尼比：0.050

设计规油按《钢结构设计规苑3计算

ficGB5(011-2010地表效应用人系数:1.050

结构术要性系数：100

节点总政：36五.结构基本信息

拄数：67

节点坐标

梁然0

节点号XY节点号XY

支座约束数：2

10.002.0021.172.00

标准截而鼎数:6

32.702.0044.222.00

活荷找i灯信息：考虑活荷我不利布置55.752.0067.282.00

风荷改i算信息：不计算风荷战78.802.00810322.00

钢材：Q345$11.852.0010133S2.00

望住自里什脖信息：杜梁白至郎计算IIM.902.0012I6J22.00

17.952.001419.482.00

忻欣作用下柱的轴向变形：考虑13

1521.002.001622422.00

梁柱门年计算增大系数：1.20

1723.702.00180.004.00

节点号XY节点号XY柱专节点1节点n柱号节点I节点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

柱关联号6733

梁关联号

柱弓节点】号点n柱号七点【竹点n

135123617—多|节点I|节点n|一号|节电【|节点n

312423

柱节点偏心«m>

534645

节口号柱偏心依节点号柱悯心值节号柱偏心如

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标准藏面信息

3s723362324

故面号板面信息

37724382425

1国标蜜*不翼缘H型斜：HM544X3OO

3972540825

等边角纲背时背组合1n1.250x20

419254225262

股间距:0

43926442627

等边角钢宵对背出合r「1.140x10

459274610273

股间距:0

471127482728

4等边角钢背对背相合rnLI40XI2

截面号被面信息柱号标准截面号沟束信息截面布JH角吱

肢间距:0506两端刚接0

或边角裕开可行加小rrLMOxIO314南瑞刚推0

5

肢间曲：0326两用刖接0

W接姐介H形故面：334两端刖接0

6

HaB1"B24Tw,T14T2=S(XFMOOMOO”6”20,20345两端刈接0

柱布置截面号,约束信层,低面布置角度354两端刚接0

366两坨刚接0

柱号标准南面号约束信息我面右置用傻

374两端刚接0

16两端较按0

386两端刚接0

26两湘校接0

394两甫刚接0

32两端视接0

405两端刚接0

42两戕出接0

414两端刚接0

52两潴刚接0

426两端刚接0

62两端树接0

434两冏刚接0

72两然刚接0

446两端刚接0

82两端刚接0

454两端刚接0

92两嵋刚按0

465两端刚接0

2两然凰悠

100474两瑞刚接0

II2两端段接0

486两端刚接0

122两端网按0

494两端刚接0

132两端刚接0

506两州刚接0

142两端擀接0

514必端刖接0

2两端刚接

150525两端刈接0

162两端一按0

534两端刚接0

)72西然擀接0

546两用刚接0

182两端视接0

555两端刚接0

194两端刚接0

566两端刚接0

206两淞除接0

574两期刚执0

214两端四接0

585两用刚接0

225两端刚接0

594两端刚接0

234两箫刚按0

606两端刚接0

246两端用接0

615两用刚接0

254两端视接0

626两端刚接0

266两端所接0

634两笳刈接0

274西端明接0