LD-A04.1景观廊架空间结结构计算书_第1页
LD-A04.1景观廊架空间结结构计算书_第2页
LD-A04.1景观廊架空间结结构计算书_第3页
LD-A04.1景观廊架空间结结构计算书_第4页
LD-A04.1景观廊架空间结结构计算书_第5页
已阅读5页,还剩35页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

LD-A04.1景观廊架空间结构计算书

目录TOC\o"1-3"\f0\h\z\u1 设计依据 22 软件信息 33 结构信息 33.1 总体信息 33.2 几何信息 33.3 计算参数 103.4 设计参数 114 计算简图 115 材料信息 125.1 材料特性 125.2 材料统计 126 荷载与组合 136.1 工况信息 136.2 荷载信息 136.3 荷载组合 167 周期与振型 177.1 周期与质量参与系数 178 线性计算结果 178.1 线性反力 178.2 线性内力 248.3 线性位移 309 验算结果 339.1 杆件应力比限值分布图 339.2 杆件应力比分布图 349.3 杆件验算结果云图 35设计依据《工程结构通用规范》(GB55001-2021)《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)《建筑与市政工程抗震通用规范》(GB55002-2021)《建筑地基基础设计规范》(GB50007-2011)《建筑结构可靠性设计统一标准》(GB50068-2018)软件信息3D3SDesign2022.0(上海同磊土木工程技术有限公司)结构信息总体信息节点总数50支座总数16单元总数69材料种类2截面种类1荷载工况3几何信息节点编号图(整体)节点信息表节点号x坐标(m)y坐标(m)z坐标(m)备注节点号x坐标(m)y坐标(m)z坐标(m)备注12.0312.9936.51022.0310.5934.20032.0315.3934.20049.4812.9936.51059.4810.5934.20069.4815.3934.20072.0312.9934.20089.1815.0934.20099.4815.0934.200109.1815.3934.200112.3315.0934.200122.0315.0934.200132.3315.3934.200142.3310.8934.200152.0310.8934.200162.3310.5934.200179.1810.8934.200189.4810.8934.200199.1810.5934.200202.0315.3930.000支座1219.1815.3930.000支座1229.1810.8930.000支座1232.0310.8930.000支座1242.3315.3930.000支座1259.4815.3930.000支座1269.4810.8930.000支座1272.3310.8930.000支座1282.0315.0930.000支座1299.1815.0930.000支座1309.1810.5930.000支座1312.0310.5930.000支座1322.3315.0930.000支座1339.4815.0930.000支座1349.4810.5930.000支座1352.3310.5930.000支座1365.7562.9936.510375.7560.5934.200385.7565.3934.200395.7564.1935.355405.7566.5934.200419.4816.5934.200429.4814.1935.355432.0314.1935.355442.0316.5934.200455.7561.7935.355465.756-0.6074.200479.481-0.6074.200489.4811.7935.355492.0311.7935.355502.031-0.6074.200单元编号图(整体)单元信息表(注:等肢角钢的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(×104mm4)绕3轴惯性矩(×104mm4)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2方150x4.0Q355B0.3002294.80807.82807.821.0001.0003方150x4.0Q355B0.3002294.80807.82807.821.0001.0004方150x4.0Q355B0.3002294.80807.82807.821.0001.0005方150x4.0Q355B0.3002294.80807.82807.821.0001.0006方150x4.0Q355B0.3002294.80807.82807.821.0001.0007方150x4.0Q355B0.3002294.80807.82807.821.0001.0008方150x4.0Q355B0.3002294.80807.82807.821.0001.0009方150x4.0Q355B0.3002294.80807.82807.821.0001.00010方150x4.0Q355B4.2002294.80807.82807.821.0331.03311方150x4.0Q355B4.2002294.80807.82807.821.0331.03312方150x4.0Q355B4.2002294.80807.82807.821.0331.03313方150x4.0Q355B4.2002294.80807.82807.821.0331.03314方150x4.0Q355B4.2002294.80807.82807.821.0331.03315方150x4.0Q355B4.2002294.80807.82807.821.0331.03316方150x4.0Q355B4.2002294.80807.82807.821.0331.03317方150x4.0Q355B4.2002294.80807.82807.821.0331.03318方150x4.0Q355B4.2002294.80807.82807.821.0331.03319方150x4.0Q355B4.2002294.80807.82807.821.0331.03320方150x4.0Q355B4.2002294.80807.82807.821.0331.03321方150x4.0Q355B4.2002294.80807.82807.821.0331.03322方150x4.0Q355B4.2002294.80807.82807.821.0331.03323方150x4.0Q355B4.2002294.80807.82807.821.0331.03324方150x4.0Q355B4.2002294.80807.82807.821.0331.03325方150x4.0Q355B4.2002294.80807.82807.821.0331.03326方150x4.0Q355B0.3002294.80807.82807.821.0001.00027方150x4.0Q355B3.4252294.80807.82807.821.0002.00028方150x4.0Q355B3.4252294.80807.82807.821.0002.00029方150x4.0Q355B0.3002294.80807.82807.821.0001.00030方150x4.0Q355B0.3002294.80807.82807.821.0001.00031方150x4.0Q355B4.2002294.80807.82807.821.0001.00032方150x4.0Q355B0.3002294.80807.82807.821.0001.00033方150x4.0Q355B0.3002294.80807.82807.821.0001.00034方150x4.0Q355B3.4252294.80807.82807.821.0002.00035方150x4.0Q355B3.4252294.80807.82807.821.0002.00036方150x4.0Q355B0.3002294.80807.82807.821.0001.00037方150x4.0Q355B0.3002294.80807.82807.821.0001.00038方150x4.0Q355B2.1002294.80807.82807.822.0001.00039方150x4.0Q355B2.1002294.80807.82807.822.0001.00040方150x4.0Q355B0.3002294.80807.82807.821.0001.00041方150x4.0Q355B3.7252294.80807.82807.821.0001.00042方150x4.0Q355B3.7252294.80807.82807.821.0001.00043方150x4.0Q235B2.6632294.80807.82807.821.0001.00044方150x4.0Q235B1.2002294.80807.82807.821.0001.00045方150x4.0Q235B1.2002294.80807.82807.821.0001.00046方150x4.0Q235B2.6632294.80807.82807.821.0001.00047方150x4.0Q235B2.6632294.80807.82807.821.0001.00048方150x4.0Q235B1.2002294.80807.82807.821.0001.00049方150x4.0Q235B2.6632294.80807.82807.821.0001.00050方150x4.0Q235B1.2002294.80807.82807.821.0001.00051方150x4.0Q235B1.2002294.80807.82807.821.0001.00052方150x4.0Q235B2.6632294.80807.82807.821.0001.00053方150x4.0Q235B2.6632294.80807.82807.821.0001.00054方150x4.0Q235B1.2002294.80807.82807.821.0001.00055方150x4.0Q235B3.7252294.80807.82807.821.0001.00056方150x4.0Q235B3.7252294.80807.82807.821.0001.00057方150x4.0Q235B3.7252294.80807.82807.821.0001.00058方150x4.0Q235B3.7252294.80807.82807.821.0001.00059方150x4.0Q235B3.7252294.80807.82807.821.0001.00060方150x4.0Q235B3.7252294.80807.82807.821.0001.00061方150x4.0Q235B3.7252294.80807.82807.821.0001.00062方150x4.0Q235B3.7252294.80807.82807.821.0001.00063方150x4.0Q355B1.6662294.80807.82807.821.0001.00064方150x4.0Q355B1.6662294.80807.82807.821.0001.00065方150x4.0Q355B1.6662294.80807.82807.821.0001.00066方150x4.0Q355B1.6662294.80807.82807.821.0001.00067方150x4.0Q355B1.6662294.80807.82807.821.0001.00068方150x4.0Q355B1.6662294.80807.82807.821.0001.00069方150x4.0Q235B2.4002294.80807.82807.821.0001.00070方150x4.0Q235B2.4002294.80807.82807.821.0001.000截面编号图(整体)截面信息表截面编号截面类型截面名称构件总数1方形空心型钢方150x4.069计算参数(1)动力特性计算计算振型数:9振型类型:特征向量(2)线性计算梁单元属性:考虑剪切效应(铁木辛哥梁)梁抗扭惯性矩:自由扭转惯性矩考虑P-Δ/二阶效应:否设计参数结构重要性系数:1.000支撑临界角:15.000°抗震等级结构类型抗震等级构造措施的抗震等级钢框架三级三级计算简图计算简图(整体)注:蓝色单元为普通单元,绿色单元为连接单元,绿色实心圆为支座,黄色实心圆为主从节点的主节点支座信息表(单位:刚度:kN/mmkN*mm/rad位移:mmrad)支座类型平动1平动2平动3转动R1转动R2转动R31刚性刚性刚性刚性刚性刚性材料信息材料特性名称材料弹性模量(kN/mm2)泊松比线膨胀系数设计强度(MPa)质量密度(kg/mm3)Q235B-1Q235206.0000.3001.20e-05按规范7.85e-06Q355B-1Q355206.0000.3001.20e-05按规范7.85e-06材料统计钢汇总表序号截面材性数量长度(m)重量(kg)1方150x4.0Q235B-12257.7811040.8732方150x4.0Q355B-147111.5432009.36069根169.324m3050kg荷载与组合工况信息序号工况号荷载类型自重系数荷载说明10恒121活032风043风0负风荷载信息(1)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)1恒0双向杆件--0.5002活1双向杆件--0.3003风2双向杆件0.2000.5004风2双向杆件-2.5000.500恒荷载恒荷载0(1)恒荷载0杆件导荷载杆件荷载表序号导荷方式面荷载值kN/m2不均匀分布1双向杆件0.500否恒荷载工况0杆件导荷载分布图(整体)活荷载活荷载1(1)活荷载1杆件导荷载杆件荷载表序号导荷方式面荷载值kN/m2不均匀分布1双向杆件0.300否活荷载工况1杆件导荷载分布图(整体)风荷载基本参数基本风压:0.50(kN/m2)地面粗糙度:B风计算用规范:《建筑结构荷载规范》(GB50009-2012)风荷载计算用阻尼比:0.01参考点高度Z0(m):0.00风荷载2(1)风荷载2杆件导荷载杆件荷载表序号导荷方式基本风压(kN/m2)体型系数风振系数1双向杆件0.5000.200自动计算2双向杆件0.500-2.500自动计算风荷载工况2体型系数分布图(整体)荷载组合(1)1.300恒载+1.50活载1(2)1.300恒载+1.50风载2(3)1.300恒载+1.50活载1+1.50x0.60风载2(4)1.300恒载+1.50x0.70活载1+1.50风载2(5)1.300恒载+1.50x0.70活载1+1.50x0.60风载2(6)1.000恒载+1.50风载2周期与振型周期与质量参与系数振型周期(s)X向质量参与系数Y向质量参与系数Z向质量参与系数10.36496.353%0.000%0.015%20.3510.000%96.780%0.000%30.2730.000%0.009%0.000%40.1990.057%0.000%53.717%50.1810.000%1.029%0.000%60.1510.055%0.000%0.006%70.1440.000%0.000%0.000%80.1363.421%0.000%0.029%90.1200.000%1.511%0.000%合计99.886%99.329%53.767%线性计算结果线性反力支座节点编号图(整体)最不利反力线性组合最不利反力表(标准值)(单位:kN、kN.m)节点号控制组合号组合序号N1N2N3M1M2M335N1最大110.510-0.24719.3560.3400.709-0.00535N2最大210.0060.079-1.190-0.1060.009-0.00335N3最大110.510-0.24719.3560.3400.709-0.00535M1最大110.510-0.24719.3560.3400.709-0.00535M2最大110.510-0.24719.3560.3400.709-0.00535M3最大210.0060.079-1.190-0.1060.009-0.00335合力最大110.510-0.24719.3560.3400.709-0.00535N1最小210.0060.079-1.190-0.1060.009-0.00335N2最小110.510-0.24719.3560.3400.709-0.00535N3最小210.0060.079-1.190-0.1060.009-0.00335M1最小210.0060.079-1.190-0.1060.009-0.00335M2最小210.0060.079-1.190-0.1060.009-0.00335M3最小310.295-0.09310.1540.1300.411-0.00634N1最大21-0.0030.359-7.680-0.4900.0000.02234N2最大21-0.0030.359-7.680-0.4900.0000.02234N3最大11-0.295-0.76612.1431.053-0.414-0.03434M1最大11-0.295-0.76612.1431.053-0.414-0.03434M2最大21-0.0030.359-7.680-0.4900.0000.02234M3最大21-0.0030.359-7.680-0.4900.0000.02234合力最大11-0.295-0.76612.1431.053-0.414-0.03434N1最小11-0.295-0.76612.1431.053-0.414-0.03434N2最小11-0.295-0.76612.1431.053-0.414-0.03434N3最小21-0.0030.359-7.680-0.4900.0000.02234M1最小21-0.0030.359-7.680-0.4900.0000.02234M2最小11-0.295-0.76612.1431.053-0.414-0.03434M3最小11-0.295-0.76612.1431.053-0.414-0.03433N1最大210.011-0.1846.2270.2490.014-0.02233N2最大11-0.2290.353-14.762-0.481-0.3140.03233N3最大210.011-0.1846.2270.2490.014-0.02233M1最大210.011-0.1846.2270.2490.014-0.02233M2最大210.011-0.1846.2270.2490.014-0.02233M3最大11-0.2290.353-14.762-0.481-0.3140.03233合力最大11-0.2290.353-14.762-0.481-0.3140.03233N1最小11-0.2290.353-14.762-0.481-0.3140.03233N2最小210.011-0.1846.2270.2490.014-0.02233N3最小11-0.2290.353-14.762-0.481-0.3140.03233M1最小11-0.2290.353-14.762-0.481-0.3140.03233M2最小11-0.2290.353-14.762-0.481-0.3140.03233M3最小210.011-0.1846.2270.2490.014-0.02232N1最大110.2340.1206.826-0.1630.3260.00332N2最大110.2340.1206.826-0.1630.3260.00332N3最大110.2340.1206.826-0.1630.3260.00332M1最大210.010-0.0171.4950.0190.0150.00232M2最大110.2340.1206.826-0.1630.3260.00332M3最大310.1410.0594.648-0.0830.1970.00432合力最大110.2340.1206.826-0.1630.3260.00332N1最小210.010-0.0171.4950.0190.0150.00232N2最小210.010-0.0171.4950.0190.0150.00232N3最小210.010-0.0171.4950.0190.0150.00232M1最小110.2340.1206.826-0.1630.3260.00332M2最小210.010-0.0171.4950.0190.0150.00232M3最小210.010-0.0171.4950.0190.0150.00231N1最大110.335-0.3761.7040.5190.4660.00231N2最大21-0.0180.150-2.008-0.204-0.024-0.00431N3最大110.335-0.3761.7040.5190.4660.00231M1最大110.335-0.3761.7040.5190.4660.00231M2最大110.335-0.3761.7040.5190.4660.00231M3最大110.335-0.3761.7040.5190.4660.00231合力最大21-0.0180.150-2.008-0.204-0.024-0.00431N1最小21-0.0180.150-2.008-0.204-0.024-0.00431N2最小110.335-0.3761.7040.5190.4660.00231N3最小21-0.0180.150-2.008-0.204-0.024-0.00431M1最小21-0.0180.150-2.008-0.204-0.024-0.00431M2最小21-0.0180.150-2.008-0.204-0.024-0.00431M3最小410.0510.080-1.996-0.1080.072-0.00430N1最大21-0.0180.189-4.517-0.249-0.0220.02030N2最大21-0.0180.189-4.517-0.249-0.0220.02030N3最大11-0.482-0.45425.7530.613-0.674-0.02530M1最大11-0.482-0.45425.7530.613-0.674-0.02530M2最大21-0.0180.189-4.517-0.249-0.0220.02030M3最大21-0.0180.189-4.517-0.249-0.0220.02030合力最大11-0.482-0.45425.7530.613-0.674-0.02530N1最小11-0.482-0.45425.7530.613-0.674-0.02530N2最小11-0.482-0.45425.7530.613-0.674-0.02530N3最小21-0.0180.189-4.517-0.249-0.0220.02030M1最小21-0.0180.189-4.517-0.249-0.0220.02030M2最小11-0.482-0.45425.7530.613-0.674-0.02530M3最小11-0.482-0.45425.7530.613-0.674-0.02529N1最大210.008-0.1334.9200.1710.010-0.02329N2最大11-0.2680.3430.424-0.458-0.3680.03229N3最大210.008-0.1334.9200.1710.010-0.02329M1最大210.008-0.1334.9200.1710.010-0.02329M2最大210.008-0.1334.9200.1710.010-0.02329M3最大11-0.2680.3430.424-0.458-0.3680.03229合力最大210.008-0.1334.9200.1710.010-0.02329N1最小11-0.2680.3430.424-0.458-0.3680.03229N2最小210.008-0.1334.9200.1710.010-0.02329N3最小11-0.2680.3430.424-0.458-0.3680.03229M1最小11-0.2680.3430.424-0.458-0.3680.03229M2最小11-0.2680.3430.424-0.458-0.3680.03229M3最小210.008-0.1334.9200.1710.010-0.02328N1最大110.195-0.092-4.1240.1320.2720.00828N2最大210.0050.0440.846-0.0650.008-0.00128N3最大210.0050.0440.846-0.0650.008-0.00128M1最大110.195-0.092-4.1240.1320.2720.00828M2最大110.195-0.092-4.1240.1320.2720.00828M3最大110.195-0.092-4.1240.1320.2720.00828合力最大110.195-0.092-4.1240.1320.2720.00828N1最小210.0050.0440.846-0.0650.008-0.00128N2最小110.195-0.092-4.1240.1320.2720.00828N3最小110.195-0.092-4.1240.1320.2720.00828M1最小210.0050.0440.846-0.0650.008-0.00128M2最小210.0050.0440.846-0.0650.008-0.00128M3最小210.0050.0440.846-0.0650.008-0.00127N1最大110.234-0.1206.8260.1630.326-0.00327N2最大210.0100.0171.495-0.0190.015-0.00227N3最大110.234-0.1206.8260.1630.326-0.00327M1最大110.234-0.1206.8260.1630.326-0.00327M2最大110.234-0.1206.8260.1630.326-0.00327M3最大210.0100.0171.495-0.0190.015-0.00227合力最大110.234-0.1206.8260.1630.326-0.00327N1最小210.0100.0171.495-0.0190.015-0.00227N2最小110.234-0.1206.8260.1630.326-0.00327N3最小210.0100.0171.495-0.0190.015-0.00227M1最小210.0100.0171.495-0.0190.015-0.00227M2最小210.0100.0171.495-0.0190.015-0.00227M3最小310.141-0.0594.6480.0830.197-0.00426N1最大210.0110.1846.227-0.2490.0140.02226N2最大210.0110.1846.227-0.2490.0140.02226N3最大210.0110.1846.227-0.2490.0140.02226M1最大11-0.229-0.353-14.7620.481-0.314-0.03226M2最大210.0110.1846.227-0.2490.0140.02226M3最大210.0110.1846.227-0.2490.0140.02226合力最大11-0.229-0.353-14.7620.481-0.314-0.03226N1最小11-0.229-0.353-14.7620.481-0.314-0.03226N2最小11-0.229-0.353-14.7620.481-0.314-0.03226N3最小11-0.229-0.353-14.7620.481-0.314-0.03226M1最小210.0110.1846.227-0.2490.0140.02226M2最小11-0.229-0.353-14.7620.481-0.314-0.03226M3最小11-0.229-0.353-14.7620.481-0.314-0.03225N1最大21-0.003-0.359-7.6800.4900.000-0.02225N2最大11-0.2950.76612.143-1.053-0.4140.03425N3最大11-0.2950.76612.143-1.053-0.4140.03425M1最大21-0.003-0.359-7.6800.4900.000-0.02225M2最大21-0.003-0.359-7.6800.4900.000-0.02225M3最大11-0.2950.76612.143-1.053-0.4140.03425合力最大11-0.2950.76612.143-1.053-0.4140.03425N1最小11-0.2950.76612.143-1.053-0.4140.03425N2最小21-0.003-0.359-7.6800.4900.000-0.02225N3最小21-0.003-0.359-7.6800.4900.000-0.02225M1最小11-0.2950.76612.143-1.053-0.4140.03425M2最小11-0.2950.76612.143-1.053-0.4140.03425M3最小21-0.003-0.359-7.6800.4900.000-0.02224N1最大110.5100.24719.356-0.3400.7090.00524N2最大110.5100.24719.356-0.3400.7090.00524N3最大110.5100.24719.356-0.3400.7090.00524M1最大210.006-0.079-1.1900.1060.0090.00324M2最大110.5100.24719.356-0.3400.7090.00524M3最大310.2950.09310.154-0.1300.4110.00624合力最大110.5100.24719.356-0.3400.7090.00524N1最小210.006-0.079-1.1900.1060.0090.00324N2最小210.006-0.079-1.1900.1060.0090.00324N3最小210.006-0.079-1.1900.1060.0090.00324M1最小110.5100.24719.356-0.3400.7090.00524M2最小210.006-0.079-1.1900.1060.0090.00324M3最小210.006-0.079-1.1900.1060.0090.00323N1最大110.1950.092-4.124-0.1320.272-0.00823N2最大110.1950.092-4.124-0.1320.272-0.00823N3最大210.005-0.0440.8460.0650.0080.00123M1最大210.005-0.0440.8460.0650.0080.00123M2最大110.1950.092-4.124-0.1320.272-0.00823M3最大210.005-0.0440.8460.0650.0080.00123合力最大110.1950.092-4.124-0.1320.272-0.00823N1最小210.005-0.0440.8460.0650.0080.00123N2最小210.005-0.0440.8460.0650.0080.00123N3最小110.1950.092-4.124-0.1320.272-0.00823M1最小110.1950.092-4.124-0.1320.272-0.00823M2最小210.005-0.0440.8460.0650.0080.00123M3最小110.1950.092-4.124-0.1320.272-0.00822N1最大210.0080.1334.920-0.1710.0100.02322N2最大210.0080.1334.920-0.1710.0100.02322N3最大210.0080.1334.920-0.1710.0100.02322M1最大11-0.268-0.3430.4240.458-0.368-0.03222M2最大210.0080.1334.920-0.1710.0100.02322M3最大210.0080.1334.920-0.1710.0100.02322合力最大210.0080.1334.920-0.1710.0100.02322N1最小11-0.268-0.3430.4240.458-0.368-0.03222N2最小11-0.268-0.3430.4240.458-0.368-0.03222N3最小11-0.268-0.3430.4240.458-0.368-0.03222M1最小210.0080.1334.920-0.1710.0100.02322M2最小11-0.268-0.3430.4240.458-0.368-0.03222M3最小11-0.268-0.3430.4240.458-0.368-0.03221N1最大21-0.018-0.189-4.5170.249-0.022-0.02021N2最大11-0.4820.45425.753-0.613-0.6740.02521N3最大11-0.4820.45425.753-0.613-0.6740.02521M1最大21-0.018-0.189-4.5170.249-0.022-0.02021M2最大21-0.018-0.189-4.5170.249-0.022-0.02021M3最大11-0.4820.45425.753-0.613-0.6740.02521合力最大11-0.4820.45425.753-0.613-0.6740.02521N1最小11-0.4820.45425.753-0.613-0.6740.02521N2最小21-0.018-0.189-4.5170.249-0.022-0.02021N3最小21-0.018-0.189-4.5170.249-0.022-0.02021M1最小11-0.4820.45425.753-0.613-0.6740.02521M2最小11-0.4820.45425.753-0.613-0.6740.02521M3最小21-0.018-0.189-4.5170.249-0.022-0.02020N1最大110.3350.3761.704-0.5190.466-0.00220N2最大110.3350.3761.704-0.5190.466-0.00220N3最大110.3350.3761.704-0.5190.466-0.00220M1最大21-0.018-0.150-2.0080.204-0.0240.00420M2最大110.3350.3761.704-0.5190.466-0.00220M3最大410.051-0.080-1.9960.1080.0720.00420合力最大21-0.018-0.150-2.0080.204-0.0240.00420N1最小21-0.018-0.150-2.0080.204-0.0240.00420N2最小21-0.018-0.150-2.0080.204-0.0240.00420N3最小21-0.018-0.150-2.0080.204-0.0240.00420M1最小110.3350.3761.704-0.5190.466-0.00220M2最小21-0.018-0.150-2.0080.204-0.0240.00420M3最小110.3350.3761.704-0.5190.466-0.002线性内力线性组合包络线性组合轴力N最大包络云图:kN(整体)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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3153612.66323.926-1.6240.626-0.9070.1731.976247612.66323.926-1.624-0.6260.907-0.1731.976323110.00021.0380.3110.4790.043-1.3610.880416110.00021.0380.311-0.479-0.0431.3610.880569610.00019.8100.3270.7580.000-3.9040.606670610.00018.4230.327-0.7580.0003.6740.303764610.00018.258-15.787-0.1740.0290.169-12.812863610.00018.258-15.7870.174-0.029-0.169-12.812942610.00017.943-1.4400.0000.000-0.0003.0961031110.00017.9040.4820.000-0.0000.1451.047线性组合轴力N最小包络云图:kN(整体)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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3111114.200-34.8710.6550.6160.0330.831-0.915220114.200-34.8710.655-0.616-0.033-0.831-0.915314114.200-26.204-0.6920.3350.0070.4610.962425114.200-26.204-0.692-0.335-0.007-0.4610.962547110.000-19.7855.6682.1990.146-3.8889.222653110.000-19.7855.668-2.199-0.1463.8889.222731610.000-18.7890.371-0.0000.000-0.154-0.344830610.000-17.254-14.9730.074-0.079-0.028-6.382932610.000-17.25415.102-0.0740.079-0.006-1.8711050610.000-16.875-15.239-2.1341.7340.276-10.788线性组合弯矩M2最大包络云图:kN.m(整体)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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3165610.0007.319-2.137-8.971-1.9587.365-1.052266110.000-7.3562.530-8.178-1.3207.1621.240368111.6661.2600.8387.3601.4966.307-1.294467611.666-1.7530.1776.6692.1376.0280.377561613.725-6.0703.1965.6530.2503.9412.065653110.000-19.7855.668-2.199-0.1463.8889.222762610.000-5.627-3.241-5.510-0.1923.7331.990870610.00018.4230.327-0.7580.0003.6740.303952112.663-8.923-4.0491.8260.1103.2846.1621057611.552-6.070-3.6790.367-0.2503.1993.345线性组合弯矩M2最小包络云图:kN.m(整体)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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3166610.0007.319-2.1378.9711.958-7.365-1.052265110.000-7.3562.5308.1781.320-7.1621.240367111.6661.2600.838-7.360-1.496-6.307-1.294468611.666-1.7530.177-6.669-2.137-6.0280.377557613.725-6.0703.196-5.653-0.250-3.9412.065669612.40019.810-0.327-0.7580.000-3.9040.606747110.000-19.7855.6682.1990.146-3.8889.222858610.000-5.627-3.2415.5100.192-3.7331.990946112.663-8.923-4.049-1.826-0.110-3.2846.1621061611.552-6.070-3.679-0.3670.250-3.1993.345线性组合弯矩M3最大包络云图:kN.m(整体)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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3145611.200-0.035-15.0060.4440.1690.28714.081251611.200-0.035-15.006-0.444-0.169-0.28714.081344110.00015.63619.884-2.6682.8880.51414.045450110.00015.63619.8842.668-2.888-0.51414.045564611.66617.573-11.871-0.1740.029-0.12210.221663611.66617.573-11.8710.174-0.0290.12210.221748110.0006.51713.7262.490-3.224-0.74910.033854110.0006.51713.726-2.4903.2240.74910.033935113.4250.937-7.0560.329-1.0190.6319.8381028113.4250.937-7.056-0.3291.019-0.6319.838线性组合弯矩M3最小包络云图:kN.m(整体)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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3143612.66312.16313.576-0.269-0.013-0.373-14.765249612.66312.16313.5760.2690.0130.373-14.765364610.00018.258-15.787-0.1740.0290.169-12.812463610.00018.258-15.7870.174-0.029-0.169-12.812544610.000-16.875-15.2392.134-1.734-0.276-10.788650610.000-16.875-15.239-2.1341.7340.276-10.788735110.0000.937-4.2560.329-1.019-0.497-9.314828110.0000

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论