铝板造型竖向支撑桁架结构计算.docx

(GB50017-2017)(GB50009-2012)(GB500H-2010) (2016年版)(GB50007-2011)(GB50936-2014)(CECS 28:2012)(CECS159-2004)(GB50661-2011)(JGJ82-2011)第一部分铝板造型竖向支撑桁架结构计算1设计依据钢结构设计标准建筑结构荷载规范建筑抗震设计规范建筑地基基础设计规范钢管混凝土结构技术规范钢管混凝土结构设计规程矩形钢管混凝土结构技术规程钢结构焊接规范钢结构高强度螺栓连接技术规程2计算简图、几何信息计算简图（圆表示支座，数字为节点号）节点编号图单元编号图各单元信息如下表:注：等肢单角钢的2、3轴分别对应u、V轴单元号截面名称材料名称长度(In)面枳(mm2)绕2轴惯性矩(xl,mm4)绕3轴惯性矩(xl,un4)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放I矩100X50x4x4Q235B1.100113647.371441.5082.8402矩IOoX50x4x4Q235B1.100113647.371441.4982.419：矩100X50x4x4Q235B0.395113647.371443.1256.4254矩IOoX50x4x4Q235B0.605113647.371443.1256.4255矩IoOX50x4x4Q235B0.200113647.371443.3106.2586矩IoOX50x4x4Q235B0.510113647.371442.8195.4607矩100X50x4x4Q235B1.045113647.371441.6273.1068矩IooX50x4x4Q235B1.055113647.371441.5182.8579矩IOoX50x4x4Q235B1.055113647.371441.6703.21710矩IOoX50x4x4Q235B0.200113647.371443.3106.25811矩IooX50x4x4Q235B0.410113647.371442.9364.958单元号截面名称材料名称长度(m)面积(mmJ)绕2轴惯性矩(xllmm,)绕3轴惯性矩(xl,mm,)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放12矩IoOX50x4x4Q235B0.945113647.371442.5924.68613矩100X50x4x4Q235B1.010113647.371441.6403.18914矩IOoX50x4x4Q235B0.535113647.371442.8044.70715矩50x50x4x4Q235B0.20073626.1526.155.7915.20516矩IoOX50x4x4Q235B0.065113647.371445.26910.48817矩100X50x4x4Q235B1.010113647.371442.1684.Ill18矩IoOX50x4x4Q235B1.100113647.371441.5082.84019矩100X50x4x4Q235B1.100113647.371441.4982.41920矩50x50x4x4Q235B0.20073626.1526.155.7915.20521矩50x50x4x4Q235B0.50073626.1526.151.0001.00022矩50x50x4x4Q235B0.50073626.1526.151.0001.00023矩50x50x4x4Q235B0.50073626.1526.151.0001.00024矩50x50x4x4Q235B0.50073626.1526.151.0001.00025矩50x50x4x4Q235B0.50073626.1526.151.0001.00026矩50x50x4x4Q235B0.50073626.1526.151.0001.00027矩50x50x4x4Q235B0.50073626.1526.151.0001.00028矩50x50x4x4Q235B0.50073626.1526.151.0001.00029矩50x50x4x4Q235B0.50073626.1526.151.0001.00030矩50x50x4x4Q235B0.50073626.1526.151.0001.00031矩50x50x4x4Q235B0.50073626.1526.151.0001.00032矩50x50x4x4Q235B0.50073626.1526.151.0001.00033矩50x50x4x4Q235B0.50073626.1526.151.0001.00034矩50x50x4x4Q235B0.50073626.1526.151.0001.00035矩50x50x4x4Q235B0.50073626.1526.151.0001.00036矩50x50x4x4Q235B0.50073626.1526.151.0001.00037矩50x50x4x4Q235B0.50073626.1526.151.0001.00038矩50x50x4x4Q235B0.50073626.1526.151.0001.00039矩50x50x4x4Q235B0.50073626.1526.151.0001.00010矩50x50x4x4Q235B0.50073626.1526.151.0001.00041矩50x50x4x4Q235B0.50073626.1526.151.0001.00042矩50x50x4x4Q235B0.50073626.1526.151.0001.00043矩50x50x4x4Q235B0.50073626.1526.151.0001.00044矩50x50x4x4Q235B0.50073626.1526.151.0001.00045矩50x50x4x4Q235B1.00073626.1526.151.0001.00046矩50x50x4x4Q235B1.00073626.1526.151.0001.000-17矩50x50x4x4Q235B1.00073626.1526.151.0001.000单元号截面名称材料名称长度(m)面积(mmJ)绕2轴惯性矩(xllmm,)绕3轴惯性矩(xl,mm,)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放48矩50x50x4x4Q235B1.00073626.1526.151.0001.00049矩50x50x4x4Q235B1.00073626.1526.151.0001.00050矩50x50x4x4Q235B1.00073626.1526.151.0001.00051矩50x50x4x4Q235B1.00073626.1526.151.0001.00052矩50x50x4x4Q235B1.00073626.1526.151.0001.00053矩50x50x4x4Q235B1.00073626.1526.151.0001.00054矩50x50x4x4Q235B1.00073626.1526.151.0001.00055矩50x50x4x4Q235B1.00073626.1526.151.0001.00056矩50x50x4x4Q235B1.00073626.1526.151.0001.00057矩50x50x4x4Q235B1.00073626.1526.151.0001.00058矩50x50x4x4Q235B1.00073626.1526.151.0001.00059矩50x50x4x4Q235B1.00073626.1526.151.0001.00060矩50x50x4x4Q235B1.00073626.1526.151.0001.00061矩50x50x4x4Q235B1.00073626.1526.151.0001.00062矩50x50x4x4Q235B1.00073626.1526.151.0001.00063矩50x50x4x4Q235B1.00073626.1526.151.0001.00064矩50x50x4x4Q235B1.00073626.1526.151.0001.00065矩50x50x4x4Q235B1.00073626.1526.151.0001.00066矩50x50x4x4Q235B1.00073626.1526.151.0001.00067矩50x50x4x4Q235B1.00073626.1526.151.0001.00068矩50x50x4x4Q235B1.00073626.1526.151.0001.00069L50x4Q235B1.4873903.8214.691.0001.00070L50x4Q235B1.4873903.8214.691.0001.00071L50x4Q235B1.4213903.8214.691.0001.00072L50x4Q235B1.4213903.8214.691.0001.00073L50x4Q235B1.4213903.8214.691.0001.00074L50x4Q235B1.4463903.8214.691.0001.00075L50x4Q235B1.4463903.8214.691.0001.00076L50x4Q235B1.4543903.8214.691.0001.00077L50x4Q235B1.4543903.8214.691.0001.00078L50x4Q235B1.2843903.8214.691.0001.00079L50x4Q235B1.2843903.8214.691.0001.00080L50x4Q235B1.4873903.8214.691.0001.00081L50x4Q235B1.4873903.8214.691.0001.000S2L50x4Q235B1.4213903.8214.691.0001.00083L50x4Q235B1.4213903.8214.691.0001.000单元号截面名称材料名称长度(m)面积(mmJ)绕2轴惯性矩(xllmm,)绕3轴惯性矩(xl,mm,)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放84L50x4Q235B1.4213903.8214.691.0001.00085L50x4Q235B1.4463903.8214.691.0001.00086L50x4Q235B1.4463903.8214.691.0001.00087L50x4Q235B1.4543903.8214.691.0001.00088L50x4Q235B1.4543903.8214.691.0001.000、91.50x4Q235B1.2843903.8214.691.0001.00090L50x4Q235B1.2843903.8214.691.0001.00091矩50x50x4x4Q235B0.39573626.1526.153.1852.7849?矩50x50x4x4Q235B0.60573626.1526.151.9141.72193矩50x50x4x4Q235B0.51073626.1526.153.0772.67894矩50x50x4x4Q235B1.04573626.1526.151.4961.30495矩50x50x4x4Q235B1.05573626.1526.151.4951.30396矩50x50x4x4Q235B1.05573626.1526.151.5291.32397矩50x50x4x4Q235B0.41073626.1526.153.0682.68298矩50x50x4x4Q235B0.94573626.1526.151.6131.40599矩50x50x4x4Q235B1.01073626.1526.151.5061.31210()矩50x50x4x4Q235B0.53573626.1526.152.9332.553101矩50x50x4x4Q235B0.06573626.1526.1523.45620.423102矩50x50x4x4Q235B1.01073626.1526.151.5051.308103矩50x50x4x4Q235B1.10073626.1526.151.4851.296104矩50x50x4x4Q235B1.10073626.1526.151.4801.219105矩50x50x4x4Q235B0.39573626.1526.153.1852.784106矩50x50x4x4Q235B0.60573626.1526.151.9141.721107矩50x50x4x4Q235B0.51073626.1526.153.0772.678108矩50x50x4x4Q235B1.04573626.1526.151.4961.304109矩50x50x4x4Q235B1.05573626.1526.151.4951.303110矩50x50x4x4Q235B1.05573626.1526.151.5291.323111矩50x50x4x4Q235B0.41073626.1526.153.0682.682112矩50x50x4x4Q235B0.94573626.1526.151.6131.405113矩50x50x4x4Q235B1.01073626.1526.151.5061.312114矩50x50x4x4Q235B0.53573626.1526.152.9332.553115矩50x50x4x4Q235B0.06573626.1526.1523.45620.423116矩50x50x4x4Q235B1.01073626.1526.151.5051.308117矩50x50x4x4Q235B1.10073626.1526.151.4851.296118矩50x50x4x4Q235B1.10073626.1526.151.4801.219119矩IoOX50x4x4Q235B0.395113647.371443.1256.425单元号截面名称材料名称长度(m)面积(mmJ)绕2轴惯性矩(xllmm,)绕3轴惯性矩(xl,mm,)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放120矩IoOX50x4x4Q235B0.605113647.371443.1256.425121矩100X50x4x4Q235B0.510113647.371442.8195.460122矩IOoX50x4x4Q235B1.045113647.371441.6273.106123矩IOoX50x4x4Q235B1.055113647.371441.5182.857124矩IoOX50x4x4Q235B1.055113647.371441.6703.217125矩100X50x4x4Q235B0.410113647.371442.9364.958126矩IoOX50x4x4Q235B0.945113647.371442.5924.686127矩100X50x4x4Q235B1.010113647.371441.6403.189128矩IooX50x4x4Q235B0.535113647.371442.8044.707129矩100X50x4x4Q235B0.065113647.371445.26910.488130矩IOoX50x4x4Q235B1.010113647.371442.1684.Ill3荷载与组合结构重要性系数：1.003.1荷载工况荷载工况汇总表工况号荷载类型荷载说明O恒1风正风2风侧风3活水平地震(正风向)4活水平地震(侧风向)(1)杆件导荷载列表(力：kN；分布力：kN/m；弯矩：kN.m；分布弯矩：kN.mm)序号荷载类型工况导荷方式体型系数面荷载值(基本风压)1恒O双向杆件_0.202恒O双向杆件0.203恒O双向杆件_0.20序号荷载类型工况导荷方式体型系数面荷载值（基本风压）4风1双向杆件0.00-1.005风2双向杆件0.001.006活I双向杆件一0.057风1双向杆件0.001.008风2双向杆件0.00-1.009活3双向杆件_0.2010风i双向杆件0.00-1.0011风2双向杆件0.00-1.0012活4双向杆件一-0.053.2节点荷载3.3单元荷载D工况号：O*输入的面荷载:序号荷载类型导荷方式体型系数面荷载值（基本风压）kNm21恒载双向杆件一0.20恒载双向杆件一0.203恒载双向杆件一0.20而荷载分布图:面荷载序号1分布图（红线表示荷载分配到的单元）面荷载序号2分布图（红线表示荷载分配到的单元）2）工况号：1*输入的面荷载:序号荷载类型导荷方式体型系数面荷载值（基本风压）kNm21风载双向杆件0.00-1.002风载双向杆件0.001.003风载双向杆件0.00-1.00面荷载分伤图:面荷载序号1分布图（红线表示荷载分配到的单元）面荷载序号2分布图（红线表示荷载分配到的单元）3）工况号：2*输入的面荷载:序号荷载类型导荷方式体型系数面荷载值（基本风压）kNm21风载双向杆件0.001.002风载双向杆件0.00-1.003风载双向杆件0.00-1.00面荷载分伤图:面荷载序号1分布图（红线表示荷载分配到的单元）面荷载序号2分布图（红线表示荷载分配到的单元）4）工况号：3*输入的面荷载:序号荷载类型导荷方式体型系数面荷载值（基本风压）kNm21活载双向杆件一0.20面荷载分布图:5）工况号：4*输入的面荷载:序号荷载类型导荷方式体型系数面荷载值（基本风压）kNm21活载双向杆件一0.052活载双向杆件一-0.05而荷载分布图:面荷载序号1分布图（红线表示荷载分配到的单元）3. 4面荷载4. 5其它荷载(1) .风总信息基本风压：O.40(kNm2)地面粗糙度：B风压高度变化修正系数n：LOO风荷载计算用阻尼比：0.02(2) .地震作用按围护结构简化算法取值。(3) .温度作用无温度作用。3. 6荷载组合(1) 1.30恒载+1.40X0.50活载工况3+1.50风载工况1(2) 1.30恒载+1.40x0.50活载工况4+1.50风载工况2(3) 1.00恒载+1.00风载工况1(4) 1.OO恒载+1.00风载工况24内力位移计算结果4.1内力4.1.1最不利内力各效应组合下最大支座反力设计值(单位：kN、kN.m)节点号控制组合号组合序号NlN2N3MlM2M31Nl最大110.5-0.91.30.00.00.0N2最大21-2.55.2-3.00.00.00.0N3最大1I0.5-0.91.30.00.00.0合力最大21-2.55.2-3.00.00.00.0Nl最小21-2.55.2-3.00.00.00.0N2最小110.5()1.30.00.00.0N3最小21-2.55.2-3.00.00.00.02NI最大110.30.00.50.00.00.0N2最大21-0.95.80.40.00.00.0N3最大110.30.00.50.00.00.0合力最大21-0.95.80.40.00.00.0NI最小21-0.95.80.40.00.00.0N2最小110.30.00.50.00.00.0N3最小41-0.63.80.30.00.00.04Nl最大1-0.3-0.60.90.00.00.0N2最大1-0.3-0.60.90.00.00.0N3最大21-2.5-4.94.80.00.00.0合力最大21-2.5-4.94.80.00.00.0Nl最小21-2.5-4.94.80.00.00.0N2最小21-2.5-4.94.80.00.00.0N3最小31-0.3-0.60.90.00.00.0Nl最大31-0.20.10.40.00.00.0N2最大31-0.20.10.40.00.00.0节点号5控制组合号组合序号NlN2N3MlM2M3N3最大11-0.30.00.50.00.00.0合力最大21-0.8-4.50.50.00.00.0Nl最小21-0.8-4.50.50.00.00.0N2最小21-0.8-4.50.50.00.00.0N3最小41-0.5-2.90.30.00.00.059NI最大31-0.1-0.60.90.00.00.0N2最大3i-0.1-0.60.90.00.00.0N3最大11-0.11.01.10.00.00.0合力最大21-4.2-5.2-5.30.00.00.0NI最小21-4.2-5.2-5.30.00.00.0N2最小21-4.2-5.2-5.30.00.00.0N3最小21-4.2-5.2-5.30.00.00.060NI最大31-0.1-0.62.00.00.00.0N2最大31-0.10.62.00.00.00.0N3最大21-5.0-5.35.10.00.00.0合力最大21-5.0-5.35.10.00.00.0Nl最小21-5.0-5.35.10.00.00.0N2最小21-5.0-5.35.10.00.00.0N3最小31-0.1-0.62.00.00.00.061NI最大31-0.21.01.60.00.00.0N2最大31-0.2-1.01.60.00.00.0N3最大11-0.3-1.62.10.00.00.0合力最大21-4.3-9.91.60.00.00.0NI最小21-4.3-9.91.60.00.00.0N2最小21-4.3-9.91.60.00.00.0N3最小41-2.8-6.41.30.00.00.062Nl最大110.1-1.01.10.00.00.0N2最大21-4.27.19.90.00.00.0N3最大21-4.27.19.90.00.00.0合力最大21-4.27.19.90.00.00.0Nl最小211.27.19.90.00.00.0N2最小110.1-1.01.10.00.00.0N3最小310.1-0.60.90.00.00.063Nl最大110.2-1.02.70.00.00.0N2最大21-5.07.4-1.50.00.00.0N3最大110.2-1.02.70.00.00.0合力最大21-5.07.4-1.50.00.00.0节点号控制组合号组合序号NlN2N3MlM2M3Nl最小21-5.07.4-1.50.00.00.0N2最小110.21.02.70.00.00.0N3最小21-5.07.4-1.50.00.00.064NI最大110.3-1.62.10.00.00.0N2最大21-4.412.62.70.00.00.0N3最大21-4.412.62.70.00.00.0合力最大2i-4.412.62.70.00.00.0Nl最小21-4.412.62.70.00.00.0N2最小110.3-1.62.10.00.00.0N3最小:：10.2-1.01.60.00.00.0各效应组合下最大支座反力标准值（单位：kN、kN.m）节点号控制组合号组合序号NlN2N3MlM2M31Nl最大110.3-0.61.00.00.00.0N2最大21-1.73.4-1