《S31-1地块小学等5个项目勘察设计 S31-1地块小学顶部檐口接土建结构计算书.docx》由会员分享，可在线阅读，更多相关《S31-1地块小学等5个项目勘察设计 S31-1地块小学顶部檐口接土建结构计算书.docx（14页珍藏版）》请在课桌文档上搜索。
1、檐口结构计算书项目名称：S31-1地块小学等5个项目勘察设计1设计依据工程结构通用规范1力冷弯薄壁型钢结构技术规范:。胃建筑结构荷载规范3建筑抗隽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31建筑结构可靠性设计统一标准SGB550012021)(GB50018-2002)(GB50009-2012)(GB500112010)(2016年版)GB55002-2021)(GB50007-2011)(GB50068-2018)2软件信息3D3SDesign2021.6（上海同籍土木工程技术有限公司）3结构信息3,总体信息节点总数70支座总数10单元总数102材料种类1假面种类2荷载
2、工况33.2几何信息377.200-10.1742S.674387.200-10.47425.494397.200-9.8712S,194IO7.200-9.27425.6744】7.200-9.87425.494427.200f.27425.194437.200-9.27124.891447.200-8.32624.891457.200-8.32625.584467.200-8.25.581支座1477.200-8.32624.986487.200-&M24.986支座1496.000-10.4742S.674506.OOO-10.17425.516.(X1.O-9.87425.194526
3、.OOO-9.27425.674536.000-9.8742S.494546.OOO-9.27425.194556.000-9.27424.894566.OOO-8.32624.8M576.-.1.OaszoOSWSSIXKr1.001)IU-OSXVOS09SCOI009O的嚏I(TSXO9gWDOOIOODI1.OSfOS09S1.XH009O的SNU%(XKI1.0001纤OSUrM09SCOI6fiOOUge2。0乎09g4(XKJ1.000IIkOS09SCO1.865OIISCZO0009Z内IxKn001)IU-OS坤OS09W1.360Of1.ssoOSWsWKr1.000IU
4、-OSOS09SCO1.OMI8驼林。竽09幺乃000!OODI1.OS“(09SCOIOIKI8GSNU0009ISOOOI000,纤OSOS09,soOOZ,IIISCZOOSWQS(XKr1.000,(i09IVOS09,goOOZI8驼ZoCSW6fIXKI1.000IU-OSOS09SCO1.。说的四OSW81-000*1000I1.VOSEoS09SHHODZIf1.szo。巧*09I1.(XK)I000I1.OS“0909StOI0D6IOSW9100096方60x5.0Q235B0.1035.60550.471.(1001.DOO691J60x5.0Q23SB0.WO1035.
5、6050.4750.471.0001.MXI70方1x5.0Q235B0.3001035.605C.4750.171.0001.00071方60x5.0Q235B0.3001035.6050.4750.471.0001.00072方60x5.09235B0.1801035.6050.4750.471.OOO1.1.xX1.73方60x5.0Q235B0.0921035.6050.4750.471.000.w74方60x5.0Q235B0.5981035.605C.4750.171.0001.00075方60x5.0Q235B0.0891035.6050.4750.471.0001.00076方
6、60x5.09235B0.6d01035.6050.4750.47J.0001.00077方60x5.09235B0.6001035.6050.4750.171.OOO1.00078方60x5.0Q235BO.1035.6050.1750.471.(1001.MW79方60x5.0Q235B0.4801035.6050.4750.171.0001.00080方60x5.00235B0.3001035.6050.1750.471.0001.00081方60x5.00235B0.3001035.6050.4750.471.0001.00082方60x5.0Q235B0.101035.6050.47
7、50.471.000.w83方60x5.0Q235B0.0921035.6050.4750.171.0001.WI84方60x5.0Q235B0.5981035.6050.4750.471.0001.00085方60x5.0Q235BO.C91035.6050.4750.471.0001.000防方60x5.09235BO.MO1035.6050.4750.471.0001.IXW7方60x5.0Q23SB0.6001035.6050.4750.47.oo1.MXI曲方60x5UDQ235B0.181035.605C.4750.171.0001.00089方60x5.0Q235B0.18010
8、35.6050.4750.471.0001.00090方Q235B0.3001035.6050.4750.171.0001.000我性纨合穹矩M2最小包络云图:kN.n（够体）中知M2以小的解IQ个华元的内力（里位In,kN,kN.n,J力元号组合号art,!好力僦)J”中ff1.M耍，M矩M3175410.0000.1230.00015.0070.000-1.1087.000285410.0000.0850.01114.1430.003-1.0490.005365I1O.CHXI0.0R5-0.01114.M3-0.003-1.019-0.005-174410.泯4.488-0.000-2.
9、7850.000-0.801-。.00058441(.S9-2.6150.001-0.7610.003664-110.5984.2820.009-2.645-0.001-0.76-1-0.003755410.0000.075-0.0168.459-0.OOI-0.623-0.012895I1O.CHXI0.0750.016.4590.OOI-0.623(1.012954-110.映2.5480.027-1.569-0.001-0.453-S008109140.5982.548-0.027T560.OO1.-0.4530.1X18我性纨合穹矩M3最大包络云图:kN.n（够体）。矩M3i大的圻IQ
10、个象元的内力电位rn,k,kN.m）序号中/a出合序号VfK聚力N剪力如典力Q3扭HiM弯矩M2弯矩M312440.132-17.779-5.2130.0004).0000.0001.067216410.132-16.797-5.0250.0204),0020.0051.0183324I0.132-16.797-5.025-0.0200.002-0.0051.(11423410.13217.792-4.378-0.0000.OOO-0.0000.881515410.13216.788-4.210-0.021-0.002-0.0010.10631A10.132!6.788-4.2100.0210
11、.0020.0010.8407404I0.132-10.025-2.924-0.0360.0050070.60184I0.132-10.025-2.9240.0：Ui-0.0050.070.601920410.600-5.912-2.065-0.0000.000V.0000.5391012410.60。-5.453-1.9560.056-0.0100.0210.501线性组合穹矩N3AM、包络云图:kn（用体）中知M3以小的mIQ个华元的内力里的J单元号If1.合号狙而号收贸*3剪刀Q2剪5,1弯矩M2弯矩M312240.237-4.3220.010O.OOOO.OOO-O.OOO-0.294
12、214,1t0.3163.9510.0250.0070.003-0.003-0.2753:如4I0.316-3.951-0.025T).0()70.(1030.0()3-0.275478I0.M815.0070.132-0.0000.000-O.OOO-0.2335201I0.OaO-5.912f.462T).WW0.(JoOO.OOO-0.21968810.M814.1430.091-0.011-0.004-0.003-0.21576840.M814.1430.0910.0110.0040.003-0.21587640.o1.952-0.587O.wo0.100-O.QOD-0.192912
13、IO.OOO-5.453-0.3%0.056-0.010-0.013-0.19210284IO.OOO-5.453-0.351-0.0560.0100.0130.19283线性位移8.3.1线性最大位移战性阻合最大H小位移表44不利项节点IAI合名UxVyUZUxyzX方向位移最大2i1.1.合6-恬况1HOP.5活1，水平地蓑）0.398).010Y1.1.390.593V方向位移鼓人27阻令4（恒g0.7活】+风2）-O.OOO0.2MV.8700.894Z方向位移於大10加合1（恒。活DO.OOOO.OOOO.OOOO.OOO空何位移城大25凯合（恒50.7活】“42）-O.OOO-0.
14、129-1.5101.515X方向位移M小50蛆合6-情况2f1.OH）.5活I+水平地破）-0.3980.007-0.1460.598丫方向位移以小25机合，1(i00.7b2)O.OOO-0.1291.11.5152方向位移城小25阻令4（但小0.7活】+风2）-O.OOO-0.129-1.5101.51S线性Jf1.令域大IA小位移图（整体）9验算结果9.1杆件应力比限值分布图应力比现值表1r应力比下R1.府力比上限1O1应力比现值分布图（整体）9.2杆件应力比分布图杆件应力比分布图百分比（）9.3杆件验算结果云图9.3.1 强度应力比技“强度应力比”显示构件蝴色266法足3830.31
15、0(4/1)0.3280.3280.0020.29244流足4630.310(4/1)0.3280.3280.0020.29244足5160.302(4/1)0.4150.4150.IO1.0.00266法足6320.302(4/1)0.4150.4150.1010.00266涓足7230.273(V1.)0.189O.1K90.090o.266法足8150.261(4/1)0.1820.1820.0870.00266流足9310.261(4/1)0.1820.JS20.0870.00266洪足10750.2S9(4D0.530.3530.0020.310I1法足93.2绕2轴稔定应力比械一烧
16、2轴必定应力比“显不构件色（整体）“决2轴秘定应力比收大的IIiJ10个通元的验费结果（所在Jn合号/情况号）序号单元号必度烧2轮稳定烧3轴的定沿2柏抗91沿3轴抗W沿2轮长细比沿3轴长编比验尊站JR240.3160.434(4/1)0.43!0.1080.00266满足2160.3020.115(4/1)0.4150.1040.00266满足3320.3020.*115(4/1)0.4150.KM0.00266满足4750.2590.553(4/1)0.a530.0020.3104-1涌足5730.3260.：U6(4/1)0.：M6.O(20.3104t滴足6850.2460.236(4/
17、1)0.3360.0020.2924-1满足7650.2460.336(4/1)0.3360.0020.29244满足830.3100.328(4/1)0.3280.0020.292I1汕足9630.3100.328(4/1)0.3280.0020.2924-1涌足K1.IO(1.100.217(4/1)0.2470.0600.00266汕足9.3.3绕3轴稳定应力比技-饶3轴必定应力比“显不构件色（整体）“绕3轴独定应力比收大的I1.iJio个由元的验费结果（所在Jn合号/情况号）序号朱元号必度2W1.1.i定绕3粕稳定沿2柏抗91沿3轴机W沿2柏长细比沿3轴长编比验尊站JR240.3166
18、4340.13441.)0.1080.00266满足2160.3020.4150.415(4/1)0.1040.00266满足3320.3020.415O.41S41)0.KM0.00266满足4750.2590.3530.353(4)0.0020.3104-1涌足5730.3260.346。.316（4/】）.O(20.3104t滴足6850.2460.3360.336(4/1)0.0020.2924-1满足7650.2460.3360.3364/1)0.0020.29244满足830.3100.328O.32841)0.0020.29241汕足9630.3100.3280.3284/1)0.0020.2924-1涌足K1.800.2420.150O.31541.)0.0010.089M14汕足
