连廊空间结构计算书

空间结构计算书

项目编号：空间结构N。」

项目名称：空间结构

目

1设计依据.........................................................................3

2软件信息.........................................................................3

3结构信息.........................................................................3

3.1总体信息..................................................................3

3.2几何信息..................................................................3

3.3计算参数.................................................................12

3.4设计参数.................................................................12

4计算简图........................................................................12

5材料信息........................................................................13

5.1材料特性.................................................................13

5.2材料统计.................................................................13

6荷载与组合......................................................................13

6.1工况信息.................................................................13

6.2荷载信息.................................................................13

6.3荷载组合.................................................................17

7周期与振型......................................................................18

7.1周期与质量参与系数.......................................................18

8线性计算结果....................................................................18

8.1线性反力.................................................................18

8.2线性内力.................................................................19

8.3线性位移.................................................................22

9验算结果........................................................................24

9.1杆件应力比限值分布图.....................................................24

9.2杆件应力比分布图.........................................................24

9.3杆件验算结果云图.........................................................24

荷载工况5

3.2几何信息

1设计依据

《工程结构通用规范》(GB55001-2021)

《钢结构设计标准》(GB50017-2017)

《钢结构通用规范》(GB55006-2021)

《空间网格结构技术规程》(JGJ7-2010)

《建筑结构荷载规范》(GB50009-2012)

《建筑抗宸设计规范》(GB50011-2010)(2016年版)

《建筑与市政工程抗震通用规范》(GB55002-2021)

《建筑地基基础设计规范》(GB50007-20U)

《建筑结构可靠性设计统一标准》(GB50068-2018)

《钢管混凝土结构技术规范》(GB50936-2014)

《钢管混凝土结构设计规程》(CECS28:2012)

《矩形钢管混凝土结构技术规程》(CECS159-2004)节点编号图(整体)

《钢结构焊接规范》(GB50661-2011)节点信息表

《钢结构高强度螺栓连接技术规程》(JGJ82-2011)节点号x坐标(m)y坐标(m)z坐标(m)备注节点号x坐标(m)y坐标(m)z坐标(m)备注

11.7960.0007.1472-0.3040.0007.147

3-0.3040.0004.8974-6.1720.0006.247

2软件信息

5-14.1720.0006.2476-4.5030.0006.646

7-2.4040.0007.1478-3.7030.0004.897

3D3SDesign2021.5(上海同磊土木工程技术有限公司)

9-5.2530.0004.89710-14.1720.0004.897支座I

11-14.1728.0006.24712-14.1728.0004.897支座1

3结构信息13-6.1728.0006.24714-2.4048.0007.147

151.7968.0007.14716-0.3048.0007.147

3.1总体信息17-0.3048.0004.89718-4.5038.0006.646

19-3.7038.0004.89720-5.2538.0004.897

节点总数134

21-2.404-0.0004.89722-6.1728.0004.897

支座总数423-2.4048.0004.89724-6.1720.0004.897

单元总数36325-6.1724.0006.24726-13.0290.0006.247

27-11.8860.0004.89728-10.7430.000IL_'17

材料种类2

29-9.6010.0004.89730-8.4580.0006.247

截面种类11

31-7.3150.0004.89732-13.0298.0006.24710713,5655.3334.89710813,5652.6674.897

33-11.8868.0004.89734-10.7438.0006.247109-14.1724.0004.897110-9.6014.0004.897

35-9.6018.0004.89736-8.4588.0006.247111-6.1724.0004.897112-2.4044.0004.897

37-7.3158.0004.89738-9.6010.0006.2471131.7964.0004.8971145.5654.0004.897

39-9.6018.0006.24740-9.6016.6676.2471158.9934.0004.89711613.5654.0004.897

41-9.6015.3334.89742-9.6014.0006.247117-5.2534.0004.897118-4.5034.0006.646

43-9.6012.6674.89744-9.6011.3336.247119-3.7034.0004.897120-0.3044.0004.897

45-6.1726.6676.24746-6.1725.3334.897121-0.3044.0007.147122-13.0294.0006.247

47-6.1722.6674.89748-6.172L6.247123-11.8864.0004.8971241(L7㈠•1.0006.267

49-2.4046.6677.14750-2.4045.3334.897125-8.4584.0006.247126-7.3154.0004.897

51-2.4044.0007.14752-2.4042.6674.8971274.6464.0004.8971283.8964.0006.646

53-2.4041.3337.147541.7960.0004.8971293.0964.0004.89713012.422•1.000h.217

551.7968.0004.897565.5650.0006.24713111.2794.0004.89713210.1364.0006.247

5713.5650.0006.247583.8960.0006.6461337.8504.0006.2471346.7084.0004.897

593.0960.0004.897604.6460.0004.897

6113.5650.0004.897支座26213.5658.0006.247

6313.5658.000；.N97支座2643.5658.0006.247

653.8968.0006.646663.0968.0004.897

674.6468.0004.897685.5658.0004.897

695.5650.0004.897705.5654.0006.247

7112.4220.0006.2477211.2790.0004.897

7310.1360.0006.247748.9930.0004.897

757.8500.0006.247766.7080.0004.897

7712.4228.0006.2477811.2798.0004.897

7910.1368.0006.217808.9938.0004.897

817.8508.0006.247826.7088.0004.897

838.9930.0006.247848.9938.0006.247

858.9936.6676.217868.9935.3334.897

878.9934.0006.247888.9932.6674.897

898.9931.3336.247905.5656.6676.247

915.5655.3334.897923.311.-2.6674.897单元编号图（整体）

935.5651.3336.247941.7966.6677.147

单元信息表（注：等肢角钢的2、3轴分别对应u、v轴）

951.7965.3334.897961.7964.0007.147

截面名称材料长度面积绕2轴惯性绕3釉惯性绕2轴绕3轴i节点产

971.7962.6674.897981.7961.3337.147名称（m）(mm1)^（XIOW）矩（XIO'mm'）计算长释放点释

度系数度系数放

99-14.1721.3336.247100-14.1724.0006.247

1矩Q235B3.0782256.00333.59333.591.0001.000一一

101-14.1726.66710211.17.'5.：4.897

100x100x6x6

103-14.1722.6674.89710413.5651.3336.2472矩Q235B1.6332256.00333.59333.591.0001.000一一———

10513.5654.0006.24710613.5656.6676.247100x100x6x6

3矩Q235B1.9032256.00333.59333.591.0001.000一一27矩Q235B1.3502256.00333.59333.591.0001.000一一

100x100x6x6100x100x6x6

1矩Q235B1.9232256.00333.59333.591.0001.000—一28矩Q235B1.7H92100.00577.00577.001.0001.000一一

100x100x6x6125x125x5x5

5矩Q235B2.5982256.00333.59333.591.0001.000——一29矩Q235B1.7692400.00577.00577.001.0001.000——一

100x100x6x6125x125x5x5

6矩Q235B3.0782256.00333.59333.591.0001.000一一30矩Q235B1.7692400.00577.00577.001.0001.000一一

100x100x6x6125x125x5x5

7矩Q235B3.0782256.00333.59333.591.0001.000——一31矩Q235B1.T692400.00577.00577.001.0001.000一一

100x100x6x6125x125x5x5

8矩Q235B1.6332256.00333.59333.591.0001.000——32矩Q235B1.7692256.00333.59333.591.0001.000——

100x100x6x6100x100x6x6

9矩Q235B1.9032256.00333.59333.591.0001.000一一33矩Q235B1.7692256.00333.59333.591.0001.000一一

100x100x6x6100x100x6x6

10矩Q235B1.9232256.00333.59333.591.0001.000——34矩Q235B1.7692256.00333.59333.591.0001.000一一

100x100x6x6100x100x6x6

11矩Q235B2.5982256.00333.59333.591.0001.000——一35矩Q235B1.3502256.00333.59333.591.0001.000一一

100x100x6x6100x100x6x6

12矩Q235B3.0782256.00333.59333.591.0001.000——一36矩Q235B1.3502400.00577.00577.001.0001.000一一

100x100x6x6125x125x5x5

13矩Q235B2.2502256.00333.59333.591.0001.000——一37矩Q235B1.3502400.00577.00577.001.0001.000——一

100x100x6x6125x125x5x5

14炬Q235B2.2502256.00333.59333.591.0001.000——一38矩Q355B1.3332856.00675.78675.783.0003.000——一

100x100x6x6125x125x6x6

15矩Q235B2.2502256.00333.59333.591.0001.000—一39矩Q235B1.6332256.00333.59333.591.0001.000一—

100x100x6x6100x100x6x6

16矩Q235B1.3502256.00333.59333.591.0001.000一一40矩Q235B1.9032256.00333.59333.591.000L.000一一

100x100x6x6100x100x6x6

17矩Q235B2.2502256.00333.59333.591.0001.000一一41矩Q235B1.9232256.00333.59333.591.0001.000一一

100x100x6x6100x100x6x6

18矩Q235B1.3502256.00333.59333.591.0001.000——一42矩Q235B2.5982256.00333.59333.591.0001.000一一

100x100x6x6100x100x6x6

19矩Q355B1.7167720.004805.574805.572.9152.915——一43矩Q235B1.6332256.00333.59333.591.0001.000——一

203x203x10x10100x100x6x6

20矩Q235B1.7692400.00577.00577.001.0001.000——一44矩Q235B1.9032256.00333.59333.591.0001.000——一

125x125x5x5100x100x6x6

21矩Q235B1.7692400.00577.00577.001.0001.000—45矩Q235B1.9232256.00333.59333.591.0001.000一—

125x125x5x5100x100x6x6

22矩Q235B1.7692400.00577.00577.001.0001.000一一46矩Q235B2.5982256.00333.59333.591.0001.000—一

125x125x5x5100x100x6x6

23矩Q235B1.7692100.00577.00577.001.0001.000—一47矩Q235B2.2502256.00333.59333.591.000L000一一

125x125x5x5100x100x6x6

24矩Q235B1.7692256.00333.59333.591.0001