S31-1地块小学等5个项目勘察设计 S31-1地块小学顶部钢结构连廊（计算书）.docx

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1、空间结构计算书项目编号：空间结构No.1.项目名称：空间结构1 设计依据32 软件信息33 结构信息33.1 总体信息33.2 几何信息33.3 计算卷数393.4 设计叁数394 计算简图395 材料信息405.1 材料特性405.2 材料统计406 荷就与组合416.1 工况信息416.2 荷载信息416.3 WWaa467 周期与振型467.1 周期与质量参与系数468 线性计算结果468.1 战性反力478.2 线性内力688.3 线性位移749 险算结果759.1 杆件应力比限值分布图759.2 杆件应力比分布图759.3 杆件验算结果云图761设计依据工程结构通用规范力冷弯薄壁型钢

2、结构技术规范2胃建筑结构荷载规范3建筑抗战设计规范？苗建筑与市政工程抗震通用规苞X，建筑地基基础设计规范3t建筑结构可靠性设计统一标准92软件信息3D3SDesign3结构信息3,总体信息节点总数支座总数单元总数材料种类假面种类荷教工况GB550012021)(GB50018-2002)(GB50009-2012)(GB500112010)(2016年版)i1549.6002.4212S.494558.-100-7.78422.410支用1568.100-8.19422.110578.400-7.78422.3%支座1588.100-7.78*122.05158.400-7.78425.120

3、支座1608.WO-8.19125.120M8.IW)-7.63425.支座】628.WO-8.19125.1948.I(M)气19421.024618.100-6.38522.051658.-10038521.024668.400-4.63522.054678.4007.63521.024688.-100-2.8邰22.0548.400-2.88621.024708.100-1.13722,051718.400-1.13721.024728.4000.61222,05173B.1000.61221.021748.4002.11622.阳支座】:i8.4002.11622.0S4768.100

4、1.96622.784支座1778.4002.42122.7a4788.4002.1212S.120文座】798.4002.42125.120SO8.1001.96625.494818.4002.42125.494827.200-7.78422.410支座】837.20()-8.19422.I1.O847.200-7.78422.网支座】K57.200-7.TJM22.051867.200-7.78125.120支座】7.200-8.19425.120887.200-7.6342S.494支座】897.200-8.1942&4M907.200-8.19421.024917.200Y38522.

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8、00.66324.购13810.800-2.23425.79113910.800-2.23424.99414010.800-4.63125.67111110.800-4.63424.9B114210.800-6.76825,56414310,8006.76824.9M14410.8002.42124,27714510.003.22625.3914610.003.22623.15511；10.8002.42122.0S414810.8003.22621.02414910.8002.42121.02415010.8005.5062S.67415110.8005.50625.例15210.8004.

9、90625.19415310.SOO4.30625.67415410.8001.90625,49415510.KOOI.30625.191156IO.KOO24.91IS710.003.35824.15810.KOO3.3525.5415910.8003.22625.S&416010.8003.35824.邠616110.8003.22624.98616210.800-10.47425.67116310.800-10.47425.钠16410.800-9.87425.19416510,800-9.27425.67416610.800-9.87425.49416710.00F.27425.168

10、10.KOO-9.27424.K9416910.800-8.32624.17010.800-&3262S.58417110.0019425.5附172JO.KOO-8.32624.9K6)7310.00气19424.98617410.XOO2.42125.39917510.8003.22624.27717610.8002.42123.15517710.8003.22622.0541789.6000.66325.861799.6000.66324.9B11809.600-2.23425,7911819.600-2.23424.9M1829.600-4.63125.6711839.600-4.63

11、124.9341K49.600-6.76825.5641859.600676824.941869.6002.42124.2771879.6003.22625.3*1889.网I3.22623.155)899.6002.42122.OM1909.MO3.22621,0211919.6002.42121.0241929.6d05.50625.6741939.6W5.50625.4911919.600*1.SXXi2S.1941959.60()4.30625.6741969.6(101.JXXi25.494;9.6004.30625.1%1989.6004.S0624.8941999.6003.35

12、824.8M2009.6003.35825.5812019.6003.22625.5弘2029.6003.35824.9862039.6003.22624.9862019.600-10.47425.6742059.60()-10.47425.2069.柏O-9.8742S.1942079.60()T.27425.6742089.600-9.87425.4912099.600f.27425.2109.600-9.27424.8942119.600-8.32624.8M2129.600-8.32625.5842139.600S19125.5812149.600-8.32624.9862159.60

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18、WiVZ网OOtBWS：39zz1.S1Z3156.0(X)2.42122.0543166.MO3.22621.021；：；6.02.42121.0243186.0005.50625.6743196.OOO5.50625.4弘3206.OOO*1.90625.1943216.OOO4.30625.6743226.OOO文班25.4943236.OOO4.30625.3246.OOO4.30624.彩H3256.OOO3.35824.8913266.OOO3.35825,5843276.00()3.22625.5M3286.OOO3.24.M63296.OOO3.22624.963306.OOO

19、-10.47425.6743316.OOO-10.47425.锄3326.(X1.O-9.8742S.1943336.OOO-9.27425.6743346.OOO-9.87425.4943356.OOOT.27125.1943366.OdO-9.27424.秋M3376.0(M-8J52624.13386.(XIO-8.3262S.5843396.OW)-8.19125.5附3106.000-8.32624.W631.1.6.OOO-8.19424.9863426.OOO2.4212S.3993436.OOO3.226冽.2773416.OOO2.42123.1553456.OOO3.226

20、22.OM34610.800-5.69925.6183479.600-5.69925.61834B8.WO-5.69925.6183197.20()-5.9925.6183506.MO-5.692S.61835110.00-4.70125.66H3529.600-4.7012S.6683538.100-A.70125.6683517.200-4.70125.6683556.OOOM.70125.66835610.800-3.70225.718:79.600-3.70225.7183588.100-3.70225.7J83597.200-3.70225.7183606.OOO-3.70225,7

21、1836110.002.03125.573629.6002.。3125.5783638.1002.03125.S783647.2002.03125.5783656.OOO2.03125.57836610.8001.23225.6183679.6001.23225.6183688.1001.23225.6183697.2001.23225.6183706.OdO1.23225,61837110.KOO0.23325.663729.6000.2332S.683738.4000.23325.663747.2000.2窝25.683756.OOO0.23325.66837610.800-0.76625

22、.7183779.600-0.76625.7183788.100-0.76625.7183797.200-0.76625.7183806.OOO-0.做25.71838110,800-2.70325.7683829.600-2.70325.7683838.IOD-2.70325.768阚7.200-2.70325.7683856.OOO-2.70325.76838610.800-1.76-125.7683879.60()-1.76125.768：W8.WO-I.76125.7683897.200-1.76425.76839。6.XI0-I.76125.768的！10.800-8.19423.7

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27、16.OOO-8.19122.OSI4526.(XJO-8.19425.6954537.200-8.19122.0544547.200-8.19125,6954558.40()-a.19122.0544568.KIO-B.19425.6954579.60()-8.19422.0544589.WIO-8.1942S.69545910.800-8.19422.05446010.800-8.1942S.695单元编号图（察体）不尤信衣（注：等肢角钠的2、3轴分别对应叫V轴）截面名称材料名称长度（n）曲枳(1111)烧2柏惯性H(10,11n)绕3柏惯性M!(1011n)绕2轴计算长度系数绕3轴计算长

28、度系数iIV点拜.1V瞬放1矩160XHoX6.0Q235B0.4102643.30286.8335.941.0001.0002矩160x80x6.0Q235B0.28028I3.30286.8335.941.0001.0003矩100x80x6.0Q235B0.I1.O2643.30286.83835.911.0001.1)004矩160x80x6.00235).56023.302X6.8383S.911.o1.OO(I5印16()xK)x6.0Q235B0.5692643.30286.83m1.0001.0006矩160x80x6.0Q235B1.030283.30286.83835.941.0001.0007矩160x80x6.00235B1.0302843.30286.83835.941.0001.0008矩Q235B1.0302M3.30286.83