连廊楼面钢结构计算书

PAGE1连廊楼面钢结构计算书

1设计依据《钢结构设计标准》(GB50017-2017)《建筑结构荷载规范》(GB50009-2012)《建筑抗震设计规范》(GB50011-2010)(2016年版)《建筑地基基础设计规范》(GB50007-2011)《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)《钢结构焊接规范》(GB50661-2011)《钢结构高强度螺栓连接技术规程》(JGJ82-2011)2计算简图、几何信息计算简图(圆表示支座，数字为节点号)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(m)面积(mm2)绕2轴惯性矩(x104mm4)绕3轴惯性矩(x104mm4)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箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R32箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R33箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R34箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R35箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R36箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R37箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R38箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R39箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R310箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R311箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R312箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R313箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R314箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R315箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R316箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R317箱1000x500x500x30x30Q235B2.4008640037439211211921.00010.16718箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95919箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95920箱800x400x400x20x20Q235B2.200464001311793897391.0008.09121箱800x400x400x20x20Q235B2.200464001311793897391.0008.09122箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95923箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95924箱1000x500x500x30x30Q235B2.4008640037439211211921.00010.16725箱1000x500x500x30x30Q235B2.4008640037439211211921.00010.16726箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95927箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95928箱800x400x400x20x20Q235B2.200464001311793897391.0008.09129箱800x400x400x20x20Q235B2.200464001311793897391.0008.09130箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95931箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95932箱1000x500x500x30x30Q235B2.4008640037439211211921.00010.16733箱800x400x400x20x20Q235B2.300464001311793897391.0007.73934箱800x400x400x20x20Q235B2.200464001311793897391.0008.09135箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95936箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95937箱800x400x400x20x20Q235B2.200464001311793897391.0008.09138箱800x400x400x20x20Q235B2.300464001311793897391.0007.73939箱800x400x400x20x20Q235B2.300464001311793897391.0007.73940箱800x400x400x20x20Q235B2.200464001311793897391.0008.09141箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95942箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95943箱800x400x400x20x20Q235B2.200464001311793897391.0008.09144箱800x400x400x20x20Q235B2.300464001311793897391.0007.73945箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95946箱600x400x400x16x16Q235B2.00130976841091580321.0006.19847箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R348箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R349箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R350箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R351箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R352箱600x400x400x16x16Q235B2.00130976841091580321.0006.19853箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95954箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95955箱600x400x400x16x16Q235B2.00030976841091580321.0006.20156箱600x400x400x16x16Q235B2.00030976841091580321.0006.20157箱1000x500x500x30x30Q235B2.4508640037439211211921.0009.95958箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R359箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R360箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R361箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R362箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R363箱300x200x200x6x6Q235B4.2005856405375761.0001.000R1R2R3R2R364箱600x400x400x16x16Q235B2.10030976841091580321.0005.90565箱600x400x400x16x16Q235B2.10030976841091580321.0005.90566箱600x400x400x16x16Q235B2.10030976841091580321.0005.90567箱600x400x400x16x16Q235B2.10030976841091580321.0005.90568箱600x400x400x16x16Q235B2.10030976841091580321.0005.90569箱600x400x400x16x16Q235B2.10030976841091580321.0005.90570箱600x400x400x16x16Q235B2.10030976841091580321.0005.90571箱600x400x400x16x16Q235B2.10030976841091580321.0005.90572箱800x400x400x20x20Q235B2.200464001311793897391.0008.09173箱800x400x400x20x20Q235B2.200464001311793897391.0008.09174箱800x400x400x20x20Q235B2.200464001311793897391.0008.09175箱800x400x400x20x20Q235B2.200464001311793897391.0008.0913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0恒1活2风(1)单元荷载列表(力：kN；分布力：kN/m；弯矩：kN.m；分布弯矩：kN.m/m)序号荷载类型工况类型方向Q1Q2X1X23恒0均布荷载Z-1.5-1.50.00.0(2)杆件导荷载列表(力：kN；分布力：kN/m；弯矩：kN.m；分布弯矩：kN.m/m)序号荷载类型工况导荷方式体型系数面荷载值(基本风压)3恒0双向杆件--6.004活1双向杆件--3.506风2双向杆件1.200.403.2节点荷载3.3单元荷载1)工况号:0*输入荷载库中的荷载:序号类型方向Q1Q2X1(mm)X2(mm)1均布荷载-1.5-1.50.00.0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)kN/m21恒载双向杆件--6.00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)kN/m21活载双向杆件--3.50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）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)kN/m21风载双向杆件1.200.40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）3.4面荷载3.5其它荷载(1).风总信息基本风压：0.55(kN/m2)地面粗糙度：B风压高度变化修正系数η：1.00风荷载计算用阻尼比：0.02风荷载参数高度(m)μz（修正前）ημzβz17.41.181.001.181.00(2).地震作用规范：《建筑抗震设计规范》（GB50011-2010）（2016年版）地震烈度：6度(0.05g)水平地震影响系数最大值：0.040计算振型数：9建筑结构阻尼比：0.040特征周期值：0.25地震影响：多遇地震场地类别：Ⅰ1类地震分组：第一组周期折减系数：1.00地震力计算方法：振型分解法振型号周期（秒）各振型质量参与系数10.68660.00%43.97%0.00%20.57870.00%27.87%0.00%30.39680.00%0.00%43.97%40.39680.00%0.00%0.00%50.340618.04%0.00%0.00%60.33570.00%0.00%27.87%70.33570.00%0.00%0.00%80.24910.00%0.00%9.03%90.24850.00%0.00%9.02%(3).温度作用无温度作用。3.6荷载组合(1)1.35恒载+1.50x0.70活载工况1(2)1.20恒载+1.40活载工况1(3)1.30恒载+1.50活载工况1(4)1.35恒载+1.40x0.70活载工况1(5)1.35恒载+1.40x0.70活载工况1+1.40x0.60风载工况2(6)1.35恒载+1.40x0.60风载工况2(7)1.30恒载+1.50风载工况2(8)1.30恒载+1.50活载工况1+1.50x0.60风载工况2(9)1.30恒载+1.50x0.70活载工况1+1.50风载工况2(10)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况2(11)1.20恒载+1.20x0.50活载工况1+1.30水平地震(12)1.00恒载+1.50风载工况2(13)1.00恒载+1.00x0.50活载工况1+1.30水平地震(14)1.00恒载+1.00x0.50活载工况1+1.40x0.20风载工况2+1.30水平地震(15)1.20恒载+1.20x0.50活载工况1+1.40x0.20风载工况2+1.30水平地震4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N1N2N3M1M2M3N1最大1530.03.9236.00.00.00.0N2最大1330.03.9194.20.00.00.0N3最大810.0-0.0317.60.00.00.03合力最大810.0-0.0317.60.00.00.0N1最小134-0.0-3.9194.20.00.00.0N2最小154-0.0-3.9236.00.00.00.0N3最小1210.0-0.0177.40.00.00.0N1最大1530.03.9236.00.00.00.0N2最大1530.03.9236.00.00.00.0N3最大810.00.0317.60.00.00.04合力最大810.00.0317.60.00.00.0N1最小134-0.0-3.9194.20.00.00.0N2最小134-0.0-3.9194.20.00.00.0N3最小1210.00.0177.40.00.00.0N1最大1530.03.9236.00.00.00.0N2最大1330.03.9194.20.00.00.0N3最大810.0-0.0317.60.00.00.013合力最大810.0-0.0317.60.00.00.0N1最小134-0.0-3.9194.20.00.00.0N2最小154-0.0-3.9236.00.00.00.0N3最小1210.0-0.0177.40.00.00.0N1最大1530.03.9236.00.00.00.0N2最大1530.03.9236.00.00.00.0N3最大810.00.0317.60.00.00.014合力最大810.00.0317.60.00.00.0N1最小134-0.0-3.9194.20.00.00.0N2最小134-0.0-3.9194.20.00.00.0N3最小1210.00.0177.40.00.00.0N1最大1540.05.3367.80.00.00.0N2最大1340.05.3303.10.00.00.0N3最大810.0-0.0483.40.00.00.015合力最大810.0-0.0483.40.00.00.0N1最小133-0.0-5.3303.10.00.00.0N2最小153-0.0-5.3367.80.00.00.0N3最小1210.0-0.0280.00.00.00.0N1最大1340.05.3303.10.00.00.0N2最大1540.05.3367.80.00.00.0N3最大81-0.00.0483.40.00.00.016合力最大81-0.00.0483.40.00.00.0N1最小153-0.0-5.3367.80.00.00.0N2最小133-0.0-5.3303.10.00.00.0N3最小121-0.00.0280.00.00.00.0N1最大1530.0-5.3367.80.00.00.0N2最大134-0.05.3303.10.00.00.0N3最大810.0-0.0483.40.00.00.031合力最大810.0-0.0483.40.00.00.0N1最小134-0.05.3303.10.00.00.0N2最小1530.0-5.3367.80.00.00.0N3最小1210.0-0.0280.00.00.00.0N1最大1330.0-5.3303.10.00.00.0N2最大154-0.05.3367.80.00.00.0N3最大81-0.00.0483.40.00.00.032合力最大81-0.00.0483.40.00.00.0N1最小154-0.05.3367.80.00.00.0N2最小1330.0-5.3303.10.00.00.0N3最小121-0.00.0280.00.00.00.0N1最大1524.1-0.0156.00.00.00.0N2最大131-4.10.0128.30.00.00.0N3最大810.0-0.0212.10.00.00.033合力最大810.0-0.0212.10.00.00.0N1最小131-4.10.0128.30.00.00.0N2最小1524.1-0.0156.00.00.00.0N3最小1210.0-0.0116.50.00.00.0N1最大1524.10.0156.00.00.00.0N2最大1524.10.0156.00.00.00.0N3最大810.00.0212.10.00.00.034合力最大810.00.0212.10.00.00.0N1最小131-4.1-0.0128.30.00.00.0N2最小131-4.1-0.0128.30.00.00.0N3最小1210.00.0116.50.00.00.0N1最大1324.10.0128.30.00.00.0N2最大1524.10.0156.00.00.00.0N3最大81-0.00.0212.10.00.00.035合力最大81-0.00.0212.10.00.00.0N1最小151-4.1-0.0156.00.00.00.0N2最小131-4.1-0.0128.30.00.00.0N3最小121-0.00.0116.50.00.00.0N1最大1324.1-0.0128.30.00.00.0N2最大131-4.10.0128.30.00.00.0N3最大81-0.0-0.0212.10.00.00.036合力最大81-0.0-0.0212.10.00.00.0N1最小151-4.10.0156.00.00.00.0N2最小1524.1-0.0156.00.00.00.0N3最小121-0.0-0.0116.50.00.00.0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N1N2N3M1M2M3N1最大1430.03.0196.30.00.00.0N2最大1130.03.0194.20.00.00.0N3最大810.0-0.0233.30.00.00.03合力最大810.0-0.0233.30.00.00.0N1最小114-0.0-3.0194.20.00.00.0N2最小144-0.0-3.0196.30.00.00.0N3最小610.0-0.0167.90.00.00.0N1最大1430.03.0196.30.00.00.0N2最大1430.03.0196.30.00.00.0N3最大810.00.0233.30.00.00.04合力最大810.00.0233.30.00.00.0N1最小114-0.0-3.0194.20.00.00.0N2最小114-0.0-3.0194.20.00.00.0N3最小610.00.0167.90.00.00.0N1最大1430.03.0196.30.00.00.0N2最大1130.03.0194.20.00.00.0N3最大810.0-0.0233.30.00.00.013合力最大810.0-0.0233.30.00.00.0N1最小114-0.0-3.0194.20.00.00.0N2最小144-0.0-3.0196.30.00.00.0N3最小610.0-0.0167.90.00.00.0N1最大1430.03.0196.30.00.00.0N2最大1430.03.0196.30.00.00.0N3最大810.00.0233.30.00.00.014合力最大810.00.0233.30.00.00.0N1最小114-0.0-3.0194.20.00.00.0N2最小114-0.0-3.0194.20.00.00.0N3最小610.00.0167.90.00.00.0N1最大1440.04.1306.00.00.00.0N2最大1140.04.1303.10.00.00.0N3最大810.0-0.0356.70.00.00.015合力最大810.0-0.0356.70.00.00.0N1最小113-0.0-4.1303.10.00.00.0N2最小143-0.0-4.1306.00.00.00.0N3最小610.0-0.0267.00.00.00.0N1最大1140.04.1303.10.00.00.0N2最大1440.04.1306.00.00.00.0N3最大81-0.00.0356.70.00.00.016合力最大81-0.00.0356.70.00.00.0N1最小143-0.0-4.1306.00.00.00.0N2最小113-0.0-4.1303.10.00.00.0N3最小61-0.00.0267.00.00.00.0N1最大1430.0-4.1306.00.00.00.0N2最大114-0.04.1303.10.00.00.0N3最大810.0-0.0356.70.00.00.031合力最大810.0-0.0356.70.00.00.0N1最小114-0.04.1303.10.00.00.0N2最小1430.0-4.1306.00.00.00.0N3最小610.0-0.0267.00.00.00.0N1最大1130.0-4.1303.10.00.00.0N2最大144-0.04.1306.00.00.00.0N3最大81-0.00.0356.70.00.00.032合力最大81-0.00.0356.70.00.00.0N1最小144-0.04.1306.00.00.00.0N2最小1130.0-4.1303.10.00.00.0N3最小61-0.00.0267.00.00.00.0N1最大1423.2-0.0129.80.00.00.0N2最大111-3.20.0128.30.00.00.0N3最大810.0-0.0155.50.00.00.033合力最大810.0-0.0155.50.00.00.0N1最小111-3.20.0128.30.00.00.0N2最小1423.2-0.0129.80.00.00.0N3最小610.0-0.0109.90.00.00.0N1最大1423.20.0129.80.00.00.0N2最大1423.20.0129.80.00.00.0N3最大810.00.0155.50.00.00.034合力最大810.00.0155.50.00.00.0N1最小111-3.2-0.0128.30.00.00.0N2最小111-3.2-0.0128.30.00.00.0N3最小610.00.0109.90.00.00.0N1最大1123.20.0128.30.00.00.0N2最大1423.20.0129.80.00.00.0N3最大81-0.00.0155.50.00.00.035合力最大81-0.00.0155.50.00.00.0N1最小141-3.2-0.0129.80.00.00.0N2最小111-3.2-0.0128.30.00.00.0N3最小61-0.00.0109.90.00.00.0N1最大1123.2-0.0128.30.00.00.0N2最大111-3.20.0128.30.00.00.0N3最大81-0.0-0.0155.50.00.00.036合力最大81-0.0-0.0155.50.00.00.0N1最小141-3.20.0129.80.00.00.0N2最小1423.2-0.0129.80.00.00.0N3最小61-0.0-0.0109.90.00.00.04.1.2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,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M31551310.0000.0-99.44.10.0-8.3-214.42521310.0000.0114.9-4.1-0.00.00.03681310.0000.0-13.31.1-0.0-17.1-396.14711310.0000.030.0-1.10.0-14.8-350.75701310.0000.073.3-3.10.0-8.3-214.46691310.0000.0-56.63.1-0.0-14.8-350.77561310.0000.0114.94.10.0-0.00.08461310.0000.0-99.4-4.1-0.08.3-214.49651310.0000.0-56.6-3.1-0.014.8-350.710671310.0000.030.01.10.014.8-350.7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M31551520.000-0.0-121.0-4.10.08.3-260.72521520.000-0.0139.74.1-0.0-0.00.03681520.000-0.0-16.2-1.1-0.017.1-481.84711520.000-0.036.41.10.014.8-426.55701520.000-0.089.03.10.08.3-260.86691520.000-0.0-68.8-3.1-0.014.8-426.57561520.000-0.0139.7-4.10.00.00.08461520.000-0.0-121.04.1-0.0-8.3-260.89651520.000-0.0-68.83.1-0.0-14.8-426.510671520.000-0.036.4-1.10.0-14.8-426.5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M31451542.4500.017.80.8-0.041.9-2240.22531540.0000.0-17.8-0.8-0.041.9-2240.23421542.4500.017.80.8-0.041.9-2240.24351540.0000.0-17.8-0.8-0.041.9-2240.25571542.4500.091.62.5-0.039.9-2149.96411542.4500.091.62.5-0.039.9-2149.97541540.0000.0-91.6-2.5-0.039.9-2149.98361540.0000.0-91.6-2.5-0.039.9-2149.99191542.4500.0165.33.8-0.033.9-1878.810271542.4500.0165.33.8-0.033.9-1878.8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M31421332.450-0.014.6-0.8-0.0-41.9-1846.22351330.000-0.0-14.60.8-0.0-41.9-1846.23451332.450-0.014.6-0.8-0.0-41.9-1846.24531330.000-0.0-14.60.8-0.0-41.9-1846.25411332.450-0.075.4-2.5-0.0-39.9-1771.86571332.450-0.075.4-2.5-0.0-39.9-1771.87361330.000-0.0-75.42.5-0.0-39.9-1771.88541330.000-0.0-75.42.5-0.0-39.9-1771.89271332.450-0.0136.2-3.8-0.0-33.9-1548.410191332.450-0.0136.2-3.8-0.0-33.9-1548.4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M3144812.300-0.0-292.60.00.00.00.0239810.0000.0292.60.0-0.0-0.00.0332812.4000.0-457.7-0.0-0.0-0.00.0425810.000-0.0457.7-0.00.00.00.0555812.000-0.0-189.2-0.00.0-0.00.0652810.000-0.0189.20.0-0.0-0.00.0738812.300-0.0-292.60.00.0-0.00.0833810.0000.0292.60.0-0.0-0.00.0924812.400-0.0-457.7-0.0-0.0-0.00.01017810.0000.0457.7-0.00.00.00.0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M3153810.0000.0-25.3-0.0-0.00.0-2944.6245812.4500.025.30.0-0.00.0-2944.6335810.0000.0-25.3-0.0-0.00.0-2944.6442812.4500.025.30.0-0.00.0-2944.6557812.4500.0122.30.0-0.00.0-2825.8641812.450-0.0122.30.0-0.00.0-2825.8754810.0000.0-122.3-0.0-0.00.0-2825.8836810.0000.0-122.3-0.0-0.00.0-2825.8919812.4500.0219.20.0-0.00.0-2469.61027812.450-0.0219.20.0-0.00.0-2469.64.2位移4.2.1组合位移最大正位移组合1:Uz(mm)最大负位移组合8:Uz(mm)5设计验算结果本工程有1种材料：Q235：弹性模量：2.06*105N/mm2；泊松比：0.30；线膨胀系数：1.20*10-5；质量密度：7850kg/m3。5.1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0.73。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1110.703(8/1)0.7310.7090.1320.0345037满足2610.703(8/1)0.7310.7090.1320.0345037满足3600.703(8/1)0.7310.7090.1320.0345037满足4130.703(8/1)0.7310.7090.1320.0345037满足5750.673(8/1)0.7060.6730.0180.0001361满足6720.673(8/1)0.7060.6730.0180.0001361满足7290.673(8/1)0.7060.6730.0180.0001361满足8200.673(8/1)0.7060.6730.0180.0001361满足9100.666(8/1)0.6950.6710.1330.0245037满足10140.666(8/1)0.6950.6710.1330.0245037满足按“强度应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.22单元数0044526百分比0.0%0.0%5.3%60.0%34.7%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1110.7030.731(8/1)0.7090.1320.0345037满足2610.7030.731(8/1)0.7090.1320.0345037满足3600.7030.731(8/1)0.7090.1320.0345037满足4130.7030.731(8/1)0.7090.1320.0345037满足5750.6730.706(8/1)0.6730.0180.0001361满足6720.6730.706(8/1)0.6730.0180.0001361满足7290.6730.706(8/1)0.6730.0180.0001361满足8200.6730.706(8/1)0.6730.0180.0001361满足9100.6660.695(8/1)0.6710.1330.0245037满足10140.6660.695(8/1)0.6710.1330.0245037满足按“绕2轴整体稳定应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.23单元数0084522百分比0.0%0.0%10.7%60.0%29.3%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1110.7030.7310.709(8/1)0.1320.0345037满足2610.7030.7310.709(8/1)0.1320.0345037满足3600.7030.7310.709(8/1)0.1320.0345037满足4130.7030.7310.709(8/1)0.1320.0345037满足5750.6730.7060.673(8/1)0.0180.0001361满足6720.6730.7060.673(8/1)0.0180.0001361满足7290.6730.7060.673(8/1)0.0180.0001361满足8200.6730.7060.673(8/1)0.0180.0001361满足9100.6660.6950.671(8/1)0.1330.0245037满足10140.6660.6950.671(8/1)0.1330.0245037满足按“绕3轴整体稳定应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.22单元数0044526百分比0.0%0.0%5.3%60.0%34.7%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10.5350.5620.5350.1260.0005037满足20.2830.2970.2830.0660.0005037满足30.5840.6120.5870.1270.0115037满足40.6230.6490.6270.1240.0255037满足50.6230.6490.6270.1240.0255037满足60.5840.6120.5870.1270.0115037满足70.2830.2970.2830.0660.0005037满足80.2920.3060.2920.0680.0005037满足90.6220.6510.6240.1330.0125037满足100.6660.6950.6710.1330.0245037满足110.7030.7310.7090.1320.0345037满足120.5810.6100.5810.1340.0005037满足130.7030.7310.7090.1320.0345037满足140.6660.6950.6710.1330.0245037满足150.6220.6510.6240.1330.0125037满足160.2920.3060.2920.0680.0005037满足170.2160.2270.2160.0790.0011268满足180.3890.4080.3890.0620.0011268满足190.5120.5370.5120.0460.0011268满足200.6730.70