赵家溪景墙五六计算书

PAGE21设计依据《冷弯薄壁型钢结构技术规范》（GB50018-2002）《建筑结构荷载规范》（GB50009-2012）《建筑抗震设计规范》（GB50011-2010）（2016年版）《钢结构设计标准》（GB50017-2017）《建筑地基基础设计规范》（GB50007-2011）《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计算简图计算简图(圆表示支座，数字为节点号)3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Q1Q2X1X21恒0均布荷载Z-0.1-0.10.00.0(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)2恒0单向杆件--0.703风1单向杆件1.300.403.2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-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)kN/m21恒载单向杆件--0.70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风载单向杆件1.300.40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：0.40(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：0.01风荷载参数高度(m)μz（修正前）ημzβz0.9501.001.001.001.27(2).地震作用无地震。(3).温度作用无温度作用。3.6荷载组合(1)1.20恒载+1.40风载工况1(2)1.00恒载+1.40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N1N2N3M1M2M3N1最大113.9-2.15.92.33.8-0.3N2最大213.9-2.15.52.33.8-0.3N3最大113.9-2.15.92.33.8-0.3M1最大113.9-2.15.92.33.8-0.3M2最大113.9-2.15.92.33.8-0.3M3最大113.9-2.15.92.33.8-0.33合力最大113.9-2.15.92.33.8-0.3N1最小213.9-2.15.52.33.8-0.3N2最小113.9-2.15.92.33.8-0.3N3最小213.9-2.15.52.33.8-0.3M1最小213.9-2.15.52.33.8-0.3M2最小213.9-2.15.52.33.8-0.3M3最小213.9-2.15.52.33.8-0.3N1最大211.4-6.95.27.71.60.0N2最大111.4-6.96.97.71.60.0N3最大111.4-6.96.97.71.60.0M1最大211.4-6.95.27.71.60.0M2最大111.4-6.96.97.71.60.0M3最大111.4-6.96.97.71.60.05合力最大111.4-6.96.97.71.60.0N1最小111.4-6.96.97.71.60.0N2最小211.4-6.95.27.71.60.0N3最小211.4-6.95.27.71.60.0M1最小111.4-6.96.97.71.60.0M2最小211.4-6.95.27.71.60.0M3最小211.4-6.95.27.71.60.0N1最大21-3.6-4.45.94.6-3.60.3N2最大21-3.6-4.45.94.6-3.60.3N3最大11-3.6-4.56.54.6-3.60.3M1最大11-3.6-4.56.54.6-3.60.3M2最大21-3.6-4.45.94.6-3.60.3M3最大21-3.6-4.45.94.6-3.60.36合力最大11-3.6-4.56.54.6-3.60.3N1最小11-3.6-4.56.54.6-3.60.3N2最小11-3.6-4.56.54.6-3.60.3N3最小21-3.6-4.45.94.6-3.60.3M1最小21-3.6-4.45.94.6-3.60.3M2最小11-3.6-4.56.54.6-3.60.3M3最小11-3.6-4.56.54.6-3.60.3N1最大112.4-4.44.24.12.6-0.3N2最大112.4-4.44.24.12.6-0.3N3最大112.4-4.44.24.12.6-0.3M1最大212.4-4.43.24.12.6-0.3M2最大112.4-4.44.24.12.6-0.3M3最大112.4-4.44.24.12.6-0.37合力最大112.4-4.44.24.12.6-0.3N1最小212.4-4.43.24.12.6-0.3N2最小212.4-4.43.24.12.6-0.3N3最小212.4-4.43.24.12.6-0.3M1最小112.4-4.44.24.12.6-0.3M2最小212.4-4.43.24.12.6-0.3M3最小212.4-4.43.24.12.6-0.3N1最大111.2-6.38.66.51.6-0.3N2最大111.2-6.38.66.51.6-0.3N3最大111.2-6.38.66.51.6-0.3M1最大211.2-6.37.26.51.6-0.3M2最大111.2-6.38.66.51.6-0.3M3最大111.2-6.38.66.51.6-0.39合力最大111.2-6.38.66.51.6-0.3N1最小211.2-6.37.26.51.6-0.3N2最小211.2-6.37.26.51.6-0.3N3最小211.2-6.37.26.51.6-0.3M1最小111.2-6.38.66.51.6-0.3M2最小211.2-6.37.26.51.6-0.3M3最小211.2-6.37.26.51.6-0.3N1最大210.2-6.45.86.60.00.3N2最大110.2-6.47.26.60.00.3N3最大110.2-6.47.26.60.00.3M1最大210.2-6.45.86.60.00.3M2最大110.2-6.47.26.60.00.3M3最大210.2-6.45.86.60.00.311合力最大110.2-6.47.26.60.00.3N1最小110.2-6.47.26.60.00.3N2最小210.2-6.45.86.60.00.3N3最小210.2-6.45.86.60.00.3M1最小110.2-6.47.26.60.00.3M2最小210.2-6.45.86.60.00.3M3最小110.2-6.47.26.60.00.3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112.8-1.54.51.62.8-0.2N2最大112.8-1.54.51.62.8-0.2N3最大112.8-1.54.51.62.8-0.2M1最大112.8-1.54.51.62.8-0.2M2最大112.8-1.54.51.62.8-0.2M3最大112.8-1.54.51.62.8-0.23合力最大112.8-1.54.51.62.8-0.2N1最小112.8-1.54.51.62.8-0.2N2最小112.8-1.54.51.62.8-0.2N3最小112.8-1.54.51.62.8-0.2M1最小112.8-1.54.51.62.8-0.2M2最小112.8-1.54.51.62.8-0.2M3最小112.8-1.54.51.62.8-0.2N1最大111.0-5.06.15.51.20.0N2最大111.0-5.06.15.51.20.0N3最大111.0-5.06.15.51.20.0M1最大111.0-5.06.15.51.20.0M2最大111.0-5.06.15.51.20.0M3最大111.0-5.06.15.51.20.05合力最大111.0-5.06.15.51.20.0N1最小111.0-5.06.15.51.20.0N2最小111.0-5.06.15.51.20.0N3最小111.0-5.06.15.51.20.0M1最小111.0-5.06.15.51.20.0M2最小111.0-5.06.15.51.20.0M3最小111.0-5.06.15.51.20.0N1最大11-2.6-3.25.13.3-2.60.2N2最大11-2.6-3.25.13.3-2.60.2N3最大11-2.6-3.25.13.3-2.60.2M1最大11-2.6-3.25.13.3-2.60.2M2最大11-2.6-3.25.13.3-2.60.2M3最大11-2.6-3.25.13.3-2.60.26合力最大11-2.6-3.25.13.3-2.60.2N1最小11-2.6-3.25.13.3-2.60.2N2最小11-2.6-3.25.13.3-2.60.2N3最小11-2.6-3.25.13.3-2.60.2M1最小11-2.6-3.25.13.3-2.60.2M2最小11-2.6-3.25.13.3-2.60.2M3最小11-2.6-3.25.13.3-2.60.2N1最大111.8-3.13.82.91.9-0.2N2最大111.8-3.13.82.91.9-0.2N3最大111.8-3.13.82.91.9-0.2M1最大111.8-3.13.82.91.9-0.2M2最大111.8-3.13.82.91.9-0.2M3最大111.8-3.13.82.91.9-0.27合力最大111.8-3.13.82.91.9-0.2N1最小111.8-3.13.82.91.9-0.2N2最小111.8-3.13.82.91.9-0.2N3最小111.8-3.13.82.91.9-0.2M1最小111.8-3.13.82.91.9-0.2M2最小111.8-3.13.82.91.9-0.2M3最小111.8-3.13.82.91.9-0.2N1最大110.9-4.57.24.61.1-0.2N2最大110.9-4.57.24.61.1-0.2N3最大110.9-4.57.24.61.1-0.2M1最大110.9-4.57.24.61.1-0.2M2最大110.9-4.57.24.61.1-0.2M3最大110.9-4.57.24.61.1-0.29合力最大110.9-4.57.24.61.1-0.2N1最小110.9-4.57.24.61.1-0.2N2最小110.9-4.57.24.61.1-0.2N3最小110.9-4.57.24.61.1-0.2M1最小110.9-4.57.24.61.1-0.2M2最小110.9-4.57.24.61.1-0.2M3最小110.9-4.57.24.61.1-0.2N1最大110.1-4.66.24.70.00.2N2最大110.1-4.66.24.70.00.2N3最大110.1-4.66.24.70.00.2M1最大110.1-4.66.24.70.00.2M2最大110.1-4.66.24.70.00.2M3最大110.1-4.66.24.70.00.211合力最大110.1-4.66.24.70.00.2N1最小110.1-4.66.24.70.00.2N2最小110.1-4.66.24.70.00.2N3最小110.1-4.66.24.70.00.2M1最小110.1-4.66.24.70.00.2M2最小110.1-4.66.24.70.00.2M3最小110.1-4.66.24.70.00.24.1.2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M312210.0002.00.51.70.00.30.424212.1001.12.60.4-0.3-0.1-2.736212.350-0.2-2.2-0.10.3-1.12.445212.500-1.20.71.0-0.3-0.2-0.853210.000-3.64.6-2.30.31.13.461210.000-3.8-4.0-0.6-0.3-0.0-2.977111.926-4.62.00.10.3-0.1-1.9811210.000-5.5-1.2-0.1-0.4-0.0-2.198213.024-6.7-0.10.20.40.1-0.61010210.000-7.40.3-0.4-0.30.8-0.5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M315110.000-8.61.2-6.3-0.36.51.6210113.067-7.7-1.1-0.4-0.3-0.30.739110.000-7.70.80.30.2-0.10.346110.000-7.20.2-6.40.36.60.058110.000-6.91.20.20.4-0.40.962113.000-6.9-1.4-6.90.0-7.71.673111.700-6.53.6-4.50.3-4.6-3.6811113.067-5.9-2.5-0.1-0.4-0.43.691111.700-5.9-3.9-2.1-0.3-2.33.8107110.000-4.82.90.10.3-0.32.9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M316210.000-5.80.2-6.40.36.60.025210.000-7.21.2-6.3-0.36.51.634210.000-3.22.4-4.4-0.34.12.643110.000-3.74.7-2.30.31.13.4510210.000-7.40.3-0.4-0.30.8-0.569213.039-7.4-0.50.30.20.8-0.172210.5000.80.20.20.00.70.288213.024-6.7-0.10.20.40.1-0.691110.000-3.9-4.1-0.6-0.3-0.0-2.91011210.000-5.5-1.2-0.1-0.4-0.0-2.1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M312213.000-5.2-1.4-6.90.0-7.71.623111.700-6.53.6-4.50.3-4.6-3.631111.700-5.9-3.9-2.1-0.3-2.33.846212.350-0.2-2.2-0.10.3-1.12.458210.000-6.91.10.20.4-0.40.8611113.067-5.9-2.5-0.1-0.4-0.43.6710213.067-7.6-1.0-0.4-0.3-0.30.687110.000-4.82.90.10.3-0.32.995212.083-2.20.8-0.2-0.3-0.3-0.5104211.9250.72.60.0-0.3-0.1-2.2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M311111.700-5.9-3.9-2.1-0.3-2.33.8211113.067-5.9-2.5-0.1-0.4-0.43.633110.000-3.74.7-2.30.31.13.447110.000-4.82.90.10.3-0.32.954110.000-4.22.4-4.4-0.34.12.666112.350-0.5-2.2-0.10.3-1.12.472113.000-6.9-1.4-6.90.0-7.71.685110.000-8.61.2-6.3-0.36.51.698110.000-6.91.20.20.4-0.40.91010113.067-7.7-1.1-0.4-0.3-0.30.7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M313111.700-6.53.6-4.50.3-4.6-3.621110.000-3.9-4.1-0.6-0.3-0.0-2.934112.1000.82.70.4-0.3-0.1-2.7411210.000-5.5-1.2-0.1-0.4-0.0-2.157211.926-4.62.10.10.3-0.1-1.965112.500-1.40.71.0-0.3-0.1-0.878212.772-6.7-0.00.20.40.1-0.6810110.767-7.50.0-0.4-0.30.5-0.599111.773-7.5-0.00.30.20.4-0.4106210.196-5.4-0.0-5.90.35.40.04.2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1: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0.24。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120.230(1/1)0.2380.2370.0060.0386644满足250.202(1/1)0.2120.2080.0050.0348437满足330.198(1/1)0.2040.2040.0200.0243929满足460.172(1/1)0.1770.1770.0100.0354735满足540.161(1/1)0.1670.1650.0110.0247031满足610.143(1/1)0.1480.1470.0170.0115727满足7110.091(1/1)0.0930.0940.0110.00110141满足870.074(1/1)0.0860.0770.0130.00113225满足9100.038(2/1)0.0350.0400.0050.00210141满足1080.036(1/1)0.0510.0380.0050.00113240满足按“强度应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.03单元数000011百分比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120.2300.238(1/1)0.2370.0060.0386644满足250.2020.212(1/1)0.2080.0050.0348437满足330.1980.204(1/1)0.2040.0200.0243929满足460.1720.177(1/1)0.1770.0100.0354735满足540.1610.167(1/1)0.1650.0110.0247031满足610.1430.148(1/1)0.1470.0170.0115727满足7110.0910.093(1/1)0.0940.0110.00110141满足870.0740.086(1/1)0.0770.0130.00113225满足980.0360.051(1/1)0.0380.0050.00113240满足1090.0300.046(2/1)0.0320.0040.00213240满足按“绕2轴整体稳定应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.03单元数000011百分比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