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1、(GB50017-2017)(GB50009-2012)(GB50011-2010) (2016年版)(GB50007-2011)(GB50936-2014)(CECS 28:2012)(CECS159-2004) (GB50661-2011) (JGJ82-2011)第一部分铝板装饰线条竖向支撑龙骨结构计算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
2、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(m)面积(mm2)绕2轴惯性矩(xllm*)绕3轴惯性矩(xl,)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1矩80x80x4x4Q235B0.65012161171172.0001.0002矩80x80x4x4Q235B0.65012161171171.0001.000RlR2R3R2R33矩80x80x4x4Q235B0.65012161171171.0001.000RlR2R3R2R34矩80x80x4x4Q235B0.65012161171172.0001.0005矩80x80x4x4Q235B0.6501216
3、1171171.0001.000RlR2R3R2R36矩80x80x4x4Q235B0.92012161171171.0002.0007矩80x80x4x4Q235B0.83512161171171.0004.5638矩80x80x4x4Q235B1.79512161171171.0002.1239矩80x80x4x4Q235B1.18012161171171.0003.22910矩80x80x4x4Q235B0.92012161171171.0002.00011矩80x80x4x4Q235B1.18012161171171.0003.229单元号截面名称材料名称长度(In)面积(mm2)绕2
4、轴惯性矩(xllmm1)绕3轴惯性矩(xllmm,)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80x80x4x4Q235B1.79512161171171.0002.12313矩80x80x4x4Q235B0.83512161171171.0004.5633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2活水平地震单元荷载列表(力：kN；分布力：kN/m；弯矩:kN.m；分布弯矩:kN.mm)序号荷载类型工况类型方向QlQ2XlX2185风1均布荷载Y-0.8-0.80.00.0234恒O均布荷载Z-0.1-0.10.00.0(
5、2)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双向杆件一0.502风1双向杆件O.OO1.363活2双向杆件一0.103.2节点荷载3.3单元荷载D工况号：O*输入荷载库中的荷载:序号类型方向QlQ2Xl(mm)X2(mm)1均布荷载Z-0.1-0.10.00.0单元荷载分布图:单元荷载序号1分布图（红线表示荷载作用的单元）*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恒载双向杆件一0.50面荷载分布图:面荷载序号1分布图（红线表示荷载分配到的单元）2）工况号：1*输入
6、荷载库中的荷载:序号类型方向QlQ2Xl(mm)X2(mm)1均布荷载Y-0.8-0.80.00.0单元荷载分布图:*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）Wm1风载双向杆件0.00面荷载分布图: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）kNmj1活载双向杆件-0.10面荷载分布图:3. 4面荷载4. 5其它荷载(1) .风总信息基本风压：0.40(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
7、载+1.40X0.50活载工况2+1.50风载工况1(2) 1.00恒载+1.00风载工况14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NlN2N3MlM2M33NI最大112.51.60.30.00.00.8N2最大112.51.60.30.00.00.8N3最大211.61.00.40.00.00.5Ml最大112.51.60.30.00.00.8M2最大112.51.60.30.00.00.8M3最大112.51.60.30.00.00.8合力最大112.51.60.30.00.00.8Nl最小211.61
8、.00.40.00.00.5N2最小211.61.00.40.00.00.5N3最小112.51.60.30.00.0().8Ml最小112.51.60.30.00.00.8M2最小112.51.60.30.00.0().8M3最小211.61.00.40.00.00.58Nl最大114.03.84.00.00.01.3N2最大114.03.84.00.00.01.3N3最大114.03.84.00.00.01.3Ml最大114.03.84.00.00.01.3M2最大114.03.84.00.00.01.3M3最大114.03.84.00.00.01.3合力最大114.03.84.00.00
9、.01.3Nl最小212.62.62.90.00.00.8N2最小212.62.62.90.00.00.8N3最小212.62.62.90.00.0O.SMl最小114.03.84.00.00.01.3M2最小114.03.84.00.00.01.3节点号控制组合号组合序号NlN2N3MlM2M3M3最小212.62.62.90.00.00.8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NlN2N3MlM2M33Nl最大111.61.00.40.00.00.5N2最大111.61.00.40.00.00.5N3最大111.61.00.40.00.00.5Ml最
10、大111.61.00.40.00.00.5M2最大111.61.00.40.00.00.5M3最大111.61.00.40.00.00.5合力最大111.61.00.40.00.00.5Nl最小211.61.00.40.00.00.5N2最小111.61.00.40.00.00.5N3最小111.61.00.40.00.00.5最小111.61.00.40.00.00.5M2最小111.61.00.40.00.00.5M3最小211.61.00.40.00.00.58NI最大112.72.62.90.00.00.9N2最大112.72.62.90.00.00.9N3最大112.72.62.90
11、.00.00.9Ml最大112.72.62.90.00.00.9M2最大112.72.62.90.00.00.9M3最大112.72.62.90.00.00.9合力最大112.72.62.90.00.00.9Nl最小212.62.62.90.00.00.8N2最小112.72.62.90.00.00.9N3最小112.72.62.90.00.00.9MI最小112.72.62.90.00.00.9M2最小112.72.62.90.00.00.9M3最小212.62.62.90.00.00.84.1.2内力包络及统计按轴力N最大显示构件颜色（kN）轴力N最大的前10个单元的内力（单位：m,kN,
12、kN.m）序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M317110.0002.41.3-1.50.01.20.324110.0002.33.0-2.20.01.31.038110.0001.90.7-1.40.00.4-0.641110.0001.00.4-1.1-0.0-0.00.159110.0001.0-0.5-0.30.0-0.3-1.062110.0001.00.1-0.2-0.00.00.073110.0000.90.1-0.20.00.00.081：）110.8350.61.3-1.30.01.20.3912111.7950.3-0.7-0.40.00.1
13、-0.6105110.0000.20.10.10.00.0-0.0按轴力N最小显示构件颜色(kN)轴力N最小的前10个单元的内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3111110.000-0.61.10.60.00.1-0.026110.920-0.50.50.80.00.30.3310110.000-0.30.50.20.0-0.20.3412110.000-0.20.3-0.40.00.6-1.055210.0000.10.10.1-0.00.0-0.069211.1800.2-0.70.70.00.10.0713210.0000
14、.3-0.6-0.90.0-0.1-0.48210.0000.60.1-0.10.00.00.092210.0000.60.1-0.1-0.00.00.0108211.7950.70.20.40.0-0.2-0.6按弯矩M2最大显示构件颜色(kN.m)弯矩M2最大的前10个单元的内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M314110.0002.33.0-2.2-0.01.31.027110.0002.41.3-1.50.01.20.3311111.180-0.30.50.60.00.6-1.0412110.000-0.20.3-0.40
15、.00.6-1.058110.0001.90.7-1.40.00.4-0.666110.920-0.5-0.50.8-0.00.30.379111.1800.4-1.11.00.00.10.085110.3250.20.0-0.0-0.00.0-0.0910110.920010.10.20.00.00.010：,110.0000.90.1-0.20.00.00.0按弯矩M2最小显示构件颜色(kN.m)弯矩M2最小的前10个单元的内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3113110.8350.61.31.30.0-1.20.32111
16、0.6501.00.31.30.0-0.80.138111.1971.3-0.0-0.00.0-0.5-1.149110.2950.8-0.60.00.0-0.3-0.8510110.000-0.30.50.20.0-0.20.3612111.7950.3-0.7-0.40.0-0.1-0.6711110.000-0.61.10.60.0-0.1-0.082110.3251.00.00.0-0.00.0-0.093110.3250.90.0-0.00.0-0.0-0.0106110.230-0.2-0.20.00.00.00.0按弯矩M3最大显示构件颜色(kN.m)弯矩M3最大的前10个单元的
17、内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M314110.0002.33.0-2.2-0.01.31.0213110.8350.61.3-1.30.01.20.3310110.000-0.30.50.20.0-0.20.346110.920-0.5-0.50.8-0.00.30.357110.0002.41.3-1.50.01.20.361110.0001.00.4-1.1-0.0-0.00.179111.1800.4-1.11.00.00.10.082110.0001.00.1-0.2-0.00.00.093110.0000.90.1-
18、0.20.00.00.0105110.6500.20.I-0.10.00.00.0按弯矩M3最小显示构件颜色(kN.m)弯矩M3最小的前10个单元的内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3112110.598-0.00.0-0.40.00.3-1.128111.1971.30.0-0.00.0-0.51.1311111.180-0.30.50.60.00.6-1.049110.0001.0-0.5-0.30.0-0.3-1.054110.6502.32.8-1.8-0.0-0.0-0.967110.8352.00.9-0.50.00
19、.4-0.6713110.0000.4-0.9-1.30.0-0.1-0.681110.6501.00.3-1.3-0.0-0.80.193110.3250.90.0-0.00.0-0.0-0.0102110.3251.00.0-0.00.00.0-0.04.2位移4.2.1组合位移最大正位移组合1:Ux(mm)最大正位移组合1:Uy(mm)最大正位移组合1:Uz(mrn)最大负位移组合1:Ux(mm)最大负位移组合1:Uy(mm)最大负位移组合1:Uz(mrn)5设计验算结果本工程有1种材料：Q235B：弹性模量:2.06*105Nmm2;泊松比：0.30；线膨胀系数：1.20*10F：质量
20、密度：7850kgm5.1设计验算结果图及统计表根据计算分析模型，进行规范检验，检验结果表明，结构能够满足承载力计算要求，应力比最大值为0.41。下图为模型总体应力比分布图：杆件应力比分布图按“强度应力比”显示构件颜色“强度应力比”最大的前10个单元的验算结果（所在组合号/情况号）序号单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果140.414(1/1)0.2790.2610.0450.0334221满足280.285(1/1)0.1880.2050.0100.02158123满足3110.276(1/1)0.1480.1940.0160.0
21、0838123满足4120.275(1/1)0.1470.1950.0100.00658123满足570.274(1/1)0.2040.1470.0190.02227123满足6130.267(1/1)0.1390.1320.0190.01927123满足790.230(1/1)0.1490.1710.0170.01538123满足810.168(1/1)0.1290.1020.0060.0204221满足960.103(1/1)0.0760.0730.0080.0123059满足10100.089(1/1)0.0520.0600.0080.0033059满足按“强度应力比”统计结果表范围1.
22、001.O(T0.900.900.700.700.500.500.01单元数000013百分比0.0%0.0%0.0%0.0%100.0%按“绕2轴应力比”显示构件颜色“绕2轴整体稳定应力比”最大的前10个单元的验算结果（所在组合号/情况号）序号单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果140.4140.279(1/1)0.2610.0450.0334221满足270.2740.204(1/1)0.1470.0190.02227123满足380.2850.188(1/1)0.2050.0100.02158123满足490.2300.149
23、(1/1)0.1710.0170.01538123满足5110.2760.148(1/1)0.1940.0160.00838123满足6120.2750.147(1/1)0.1950.0100.00658123满足7130.2670.139(1/1)0.1320.0190.01927123满足810.1680.129(1/1)0.1020.0060.0204221满足960.1030.076(1/1)0.0730.0080.0123059满足10100.0890.052(1/1)0.0600.0080.0033059满足按“绕2轴整体稳定应力比”统计结果表范围1.001.00v0.900.90
24、0.700.700.500.50x0.00单元数000013百分比0.0%0.0%0.0%0.0%100.0%按“绕3轴应力比”显示构件颜色“绕3轴整体稳定应力比”最大的前10个单元的验算结果（所在组合号/情况号）序号单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果140.4140.2790.261(1/1)0.0450.0334221满足280.2850.1880.205(1/1)0.0100.02158123满足3120.2750.1470.195(1/1)0.0100.00658123满足4110.2760.1480.194(1/1)0.
25、0160.008川123满足590.2300.1490.171(1/1)0.0170.01538123满足670.2740.2040.147(1/1)0.0190.02227123满足序号单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果7130.2670.1390.132(1/1)0.0190.01927123满足810.1680.1290.102(1/1)0.0060.0204221满足960.1030.0760.073(1/1)0.0080.0123059满足10100.0890.0520.060(1/1)0.0080.0033059满足按
26、“绕3轴整体稳定应力比”统计结果表范围1.001.000.900.900.700.700.500.500.00单元数000013百分比0.0%0.0%0.0%0.0%100.0%5.2设计验算结果表设计验算结果表（强度和整体稳定）单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果10.1680.1290.1020.0060.0204221满足20.0170.0060.0050.0020.0032121满足30.0160.0060.0050.0020.0032121满足40.4140.2790.2610.0450.0334221满足50.0080.
27、0040.0040.0010.0022121满足60.1030.0760.0730.0080.0123059满足70.2740.2040.1470.0190.02227123满足80.2850.1880.2050.0100.02158123满足90.2300.1490.1710.0170.01538123满足100.0890.0520.0600.0080.0033059满足110.2760.1480.1940.0160.00838123满足120.2750.1470.1950.0100.00658123满足130.2670.1390.1320.0190.01927123满足最严控制表（强度和整体稳定）强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比所在单元4444487数值0.4140.2790.2610.0450.03358123附录矩形管截面截面示意图
