服务区加油站新建罩棚一钢结构计算书

罩棚一结构计算书项目名称:服务区加油站（新建)

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 截面信息 33.3 计算参数 43.4 设计参数 54 计算简图 55 材料信息 65.1 材料特性 65.2 材料统计 66 荷载与组合 76.1 工况信息 76.2 荷载信息 76.3 荷载组合 147 周期与振型 157.1 周期与质量参与系数 157.2 振型图 158 线性稳定计算 158.1 线性稳定系数表 158.2 模态图 159 线性计算结果 159.1 线性反力 159.2 线性内力 199.3 线性位移 2510 验算结果 2610.1 杆件应力比限值分布图 2610.2 杆件应力比分布图 2710.3 杆件验算结果云图 28设计依据《钢结构设计标准》(GB50017-2017)《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)《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)软件信息3D3SDesign2021.1.0（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91支座总数11单元总数188材料种类2截面种类9荷载工况4截面信息截面编号图（整体）截面信息表截面编号截面类型截面名称构件总数1焊接对称工字型截面H400x400x12x2082焊接对称工字型截面H600x290x10x16363焊接对称工字型截面H500x200x8x14164焊接对称工字型截面H400x200x8x12195焊接对称工字型截面H300x180x6x10236方形空心型钢方200x8.0267方形空心型钢方80x3.048矩形空心型钢矩140x80x4.0129圆形截面φ2244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:一般梁单元（欧拉梁）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2无刚性刚性无无无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)Q355B-1Q355206.0000.3001.20e-005按规范7.85e-006Q235B-1Q235206.0000.3001.20e-005按规范7.85e-006材料统计钢汇总表序号截面材性数量长度(m)重量(kg)1方80x3.0Q355B-144.44531.4352方200x8.0Q355B-12635.0361628.2093矩140x80x4.0Q355B-11225.800335.1264H300x180x6x10Q355B-123132.0005471.1365H400x200x8x12Q355B-119100.0006129.2806H500x200x8x14Q355B-11692.0006771.3477H600x290x10x16Q355B-136204.00023956.9448H400x400x12x20Q355B-1868.00010846.8169φ22Q235B-144337.7381007.823188根999.019m56178kg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荷载信息(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数值Q1Q2X1X21恒01Z绝对-0.500-0.5000.0000.0002活11Z绝对-0.500-0.5000.0000.000(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)1恒0单向杆件--0.2002恒0单向杆件--0.3003活1单向杆件--0.5004风2单向杆件1.3000.4505风3单向杆件-2.0000.450恒荷载恒荷载0(1)恒荷载0单元荷载单元荷载表序号类型方向Q1Q2X1(mm)X2(mm)1均布荷载Z-0.500-0.5000.0000.000恒荷载工况0单元荷载分布图（整体）(2)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单向杆件0.300否2单向杆件0.200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单元荷载单元荷载表序号类型方向Q1Q2X1(mm)X2(mm)1均布荷载Z-0.500-0.5000.0000.000活荷载工况1单元荷载分布图（整体）(2)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单向杆件0.500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：0.45(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）：-8.50风压高度变化修正系数：1.00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单向杆件0.4501.300自动计算风荷载工况2体型系数分布图（整体）风荷载3(1)风荷载3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单向杆件0.450-2.000自动计算风荷载工况3体型系数分布图（整体）地震作用计算依据：GB50011地震烈度：6度0.05g场地类别：Ⅱ类设计地震分组：第一组特征周期值(s)：0.35多遇水平地震影响系数最大值：0.04罕遇水平地震影响系数最大值：0.28计算振型数：9结构阻尼比：0.04周期折减系数：1按双向地震作用考虑耦合：否振型组合方法：CQC计算竖向地震作用：否雪荷载温度荷载吊车荷载积灰荷载裹冰荷载荷载组合(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风载3(4)1.300恒载+1.50活载1+1.50x0.60风载2(5)1.300恒载+1.50活载1+1.50x0.60风载3(6)1.300恒载+1.50x0.70活载1+1.50风载2(7)1.300恒载+1.50x0.70活载1+1.50风载3(8)1.300恒载+1.50x0.70活载1+1.50x0.60风载2(9)1.300恒载+1.50x0.70活载1+1.50x0.60风载3(10)1.300恒载+1.30x0.50活载1+1.400水平地震(11)1.000恒载+1.50风载2(12)1.000恒载+1.50风载3(13)1.000恒载+1.00x0.50活载1+1.400水平地震(14)1.350恒载+1.40x0.70活载1+1.40x0.60风载2(15)1.350恒载+1.40x0.70活载1+1.40x0.60风载3(16)1.350恒载+1.40x0.70活载1(17)1.350恒载+1.40x0.60风载2(18)1.350恒载+1.40x0.60风载3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10.95499.496%0.000%0.001%20.6880.061%31.003%0.000%30.5970.031%63.488%0.000%40.4850.015%0.000%0.014%50.4600.004%0.115%0.005%60.4390.006%0.588%0.001%70.4050.001%0.011%0.004%80.3780.008%0.023%0.225%90.3540.000%0.001%1.481%合计99.622%95.230%1.731%振型图线性稳定计算线性稳定系数表模态图线性计算结果线性反力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N1N2N3M1M2M322N1最大110.000-0.4176.3470.0000.0000.00022N2最大1040.0000.8664.4020.0000.0000.00022N3最大610.000-0.70811.7790.0000.0000.00022M1最大110.000-0.4176.3470.0000.0000.00022M2最大110.000-0.4176.3470.0000.0000.00022M3最大110.000-0.4176.3470.0000.0000.00022合力最大610.000-0.70811.7790.0000.0000.00022N1最小110.000-0.4176.3470.0000.0000.00022N2最小1030.000-1.5695.7190.0000.0000.00022N3最小310.0000.234-5.7750.0000.0000.00022M1最小110.000-0.4176.3470.0000.0000.00022M2最小110.000-0.4176.3470.0000.0000.00022M3最小110.000-0.4176.3470.0000.0000.00020N1最大110.000-1.06410.2160.0000.0000.00020N2最大310.0001.063-11.4500.0000.0000.00020N3最大610.000-1.97620.1480.0000.0000.00020M1最大110.000-1.06410.2160.0000.0000.00020M2最大110.000-1.06410.2160.0000.0000.00020M3最大110.000-1.06410.2160.0000.0000.00020合力最大610.000-1.97620.1480.0000.0000.00020N1最小110.000-1.06410.2160.0000.0000.00020N2最小1030.000-2.5917.8200.0000.0000.00020N3最小310.0001.063-11.4500.0000.0000.00020M1最小110.000-1.06410.2160.0000.0000.00020M2最小110.000-1.06410.2160.0000.0000.00020M3最小110.000-1.06410.2160.0000.0000.00018N1最大110.0001.2156.9290.0000.0000.00018N2最大610.0002.20812.6690.0000.0000.00018N3最大610.0002.20812.6690.0000.0000.00018M1最大110.0001.2156.9290.0000.0000.00018M2最大110.0001.2156.9290.0000.0000.00018M3最大110.0001.2156.9290.0000.0000.00018合力最大610.0002.20812.6690.0000.0000.00018N1最小110.0001.2156.9290.0000.0000.00018N2最小310.000-0.885-5.7030.0000.0000.00018N3最小310.000-0.885-5.7030.0000.0000.00018M1最小110.0001.2156.9290.0000.0000.00018M2最小110.0001.2156.9290.0000.0000.00018M3最小110.0001.2156.9290.0000.0000.00016N1最大310.65027.816-169.093-76.9031.7340.00016N2最大310.65027.816-169.093-76.9031.7340.00016N3最大61-4.864-36.361393.584100.290-13.1570.00016M1最大61-4.864-36.361393.584100.290-13.1570.00016M2最大102-0.168-11.793181.18732.7624.3140.00116M3最大103-3.667-14.900180.82448.974-11.4430.00216合力最大61-4.864-36.361393.584100.290-13.1570.00016N1最小101-5.467-11.487177.73231.305-19.559-0.00016N2最小61-4.864-36.361393.584100.290-13.1570.00016N3最小310.65027.816-169.093-76.9031.7340.00016M1最小310.65027.816-169.093-76.9031.7340.00016M2最小101-5.467-11.487177.73231.305-19.559-0.00016M3最小104-1.967-8.379178.09515.093-3.802-0.00214N1最大315.457-27.613-202.68679.59615.5700.00014N2最大61-14.26835.061466.541-101.343-38.8270.00014N3最大61-14.26835.061466.541-101.343-38.8270.00014M1最大315.457-27.613-202.68679.59615.5700.00014M2最大315.457-27.613-202.68679.59615.5700.00014M3最大103-6.0857.160210.137-13.292-15.0040.00214合力最大61-14.26835.061466.541-101.343-38.8270.00014N1最小61-14.26835.061466.541-101.343-38.8270.00014N2最小315.457-27.613-202.68679.59615.5700.00014N3最小315.457-27.613-202.68679.59615.5700.00014M1最小61-14.26835.061466.541-101.343-38.8270.00014M2最小61-14.26835.061466.541-101.343-38.8270.00014M3最小104-7.47214.680212.994-50.010-21.327-0.00212N1最大1024.028-9.228161.60825.97916.1820.00012N2最大31-0.32332.797-195.420-92.173-1.0200.00012N3最大611.912-35.640383.64499.9876.019-0.00012M1最大611.912-35.640383.64499.9876.019-0.00012M2最大1024.028-9.228161.60825.97916.1820.00012M3最大1030.143-12.372164.29541.764-0.6670.00212合力最大611.912-35.640383.64499.9876.019-0.00012N1最小101-1.855-9.081163.24725.247-9.335-0.00012N2最小611.912-35.640383.64499.9876.019-0.00012N3最小31-0.32332.797-195.420-92.173-1.0200.00012M1最小31-0.32332.797-195.420-92.173-1.0200.00012M2最小101-1.855-9.081163.24725.247-9.335-0.00012M3最小1042.030-5.936160.5609.4627.514-0.00210N1最大1025.6129.743150.387-27.58021.586-0.00010N2最大614.78737.318358.067-105.98715.115-0.00010N3最大614.78737.318358.067-105.98715.115-0.00010M1最大31-1.233-33.781-183.38995.792-3.3740.00010M2最大1025.6129.743150.387-27.58021.586-0.00010M3最大1033.3196.766149.378-12.26711.6180.00210合力最大614.78737.318358.067-105.98715.115-0.00010N1最小31-1.233-33.781-183.38995.792-3.3740.00010N2最小31-1.233-33.781-183.38995.792-3.3740.00010N3最小31-1.233-33.781-183.38995.792-3.3740.00010M1最小614.78737.318358.067-105.98715.115-0.00010M2最小101-0.5959.884152.158-28.293-5.3410.00010M3最小1041.69812.861153.167-43.6064.627-0.0028N1最大1022.294-9.045163.05925.18411.2620.0018N2最大310.19832.774-195.011-92.4870.4560.0008N3最大61-1.154-35.608383.097100.280-2.6790.0008M1最大61-1.154-35.608383.097100.280-2.6790.0008M2最大1022.294-9.045163.05925.18411.2620.0018M3最大103-1.594-12.222163.82641.226-5.5900.0028合力最大61-1.154-35.608383.097100.280-2.6790.0008N1最小101-3.589-9.241161.44126.153-14.254-0.0008N2最小61-1.154-35.608383.097100.280-2.6790.0008N3最小310.19832.774-195.011-92.4870.4560.0008M1最小310.19832.774-195.011-92.4870.4560.0008M2最小101-3.589-9.241161.44126.153-14.254-0.0008M3最小1040.298-6.063160.67410.1112.597-0.0026N1最大1022.6719.284165.678-26.56313.2340.0006N2最大61-1.05235.632388.828-100.847-1.4570.0006N3最大61-1.05235.632388.828-100.847-1.4570.0006M1最大310.595-32.703-197.60692.3691.8110.0006M2最大1022.6719.284165.678-26.56313.2340.0006M3最大1030.3626.110163.245-10.5293.2190.0026合力最大61-1.05235.632388.828-100.847-1.4570.0006N1最小101-3.5399.095163.904-25.613-13.6960.0006N2最小310.595-32.703-197.60692.3691.8110.0006N3最小310.595-32.703-197.60692.3691.8110.0006M1最小61-1.05235.632388.828-100.847-1.4570.0006M2最小101-3.5399.095163.904-25.613-13.6960.0006M3最小104-1.23012.270166.336-41.647-3.681-0.0024N1最大1025.953-12.201178.55233.87721.6250.0014N2最大31-0.84929.470-170.705-83.544-2.5070.0004N3最大615.747-38.618395.901108.98416.8570.0004M1最大615.747-38.618395.901108.98416.8570.0004M2最大1025.953-12.201178.55233.87721.6250.0014M3最大1032.465-15.887181.92452.4785.9080.0024合力最大615.747-38.618395.901108.98416.8570.0004N1最小31-0.84929.470-170.705-83.544-2.5070.0004N2最小615.747-38.618395.901108.98416.8570.0004N3最小31-0.84929.470-170.705-83.544-2.5070.0004M1最小31-0.84929.470-170.705-83.544-2.5070.0004M2最小31-0.84929.470-170.705-83.544-2.5070.0004M3最小1044.141-8.896178.59817.15413.467-0.0022N1最大1026.57412.757178.043-36.60224.2800.0002N2最大616.49138.691394.751-109.27519.8820.0002N3最大616.49138.691394.751-109.27519.8820.0002M1最大31-0.801-29.170-170.25682.022-2.1400.0002M2最大1026.57412.757178.043-36.60224.2800.0002M3最大1034.4909.065178.061-17.96814.8900.0022合力最大616.49138.691394.751-109.27519.8820.0002N1最小31-0.801-29.170-170.25682.022-2.1400.0002N2最小31-0.801-29.170-170.25682.022-2.1400.0002N3最小31-0.801-29.170-170.25682.022-2.1400.0002M1最小616.49138.691394.751-109.27519.8820.0002M2最小31-0.801-29.170-170.25682.022-2.1400.0002M3最小1043.06816.058181.398-53.2968.485-0.002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M3171210.000394.519-45.07210.6720.000-60.699-253.114231210.000369.056-52.0811.0340.000-6.048-295.535361210.000364.86152.203-0.8740.0004.655297.053441210.000364.19452.1640.5090.000-3.179296.244551210.000342.552-53.919-2.7700.00115.499-305.383621210.000334.48948.423-2.4360.00013.519274.453711210.000333.625-48.058-2.5360.00014.200-273.227881210.000331.81045.6951.9440.001-11.32126200051.72694.3060.038-0.003-0.082339.843101481210.00051.676-42.3280.018-0.002-0.046341.076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M317618.500-668.93151.130-20.4100.000-55.590-147.76922618.500-567.794-56.2378.1570.00023.925158.73431618.500-566.15156.3189.2000.00028.152-159.03348618.500-564.429-52.955-6.905-0.000-18.683146.07453618.500-559.50252.239-1.5240.000-2.187-147.83366618.500-552.091-52.2582.715-0.0008.545146.62274618.500-551.293-52.210-1.6440.000-3.820147.04885618.500-515.43254.6776.809-0.00021.465-155.2779159610.000-55.712-137.457-0.1100.0170.225-439.7341013610.000-54.442-5.421-1.3361.1640.000-0.000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M317610.000-651.64751.130-20.4100.000117.895286.83728610.000-547.145-52.955-6.905-0.00040.014-304.039311028.500-231.28816.6038.8260.00032.823-47.679451028.500-195.41512.6597.606-0.00029.409-35.819521028.500-231.947-15.8428.0040.00129.30643.947631010.000-195.70211.814-4.9110.00022.59167.164741010.000-192.508-12.023-4.960-0.00022.355-68.152861028.500-210.008-12.0045.5300.00122.31333.810914610.5001.4321.88534.2160.13617.108-0.94310121210.5009.0601.03217.326-0.3518.663-0.516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M3171210.000394.519-45.07210.6720.000-60.699-253.11421610.000-548.86756.3189.2000.000-50.046319.66632610.000-550.510-56.2378.1570.000-45.411-319.27745610.000-498.14854.6776.809-0.000-36.413309.480581018.500-230.878-14.917-7.371-0.000-26.62040.624661020.000-192.724-12.0045.5300.001-24.696-68.225741018.500-209.792-12.023-4.960-0.000-19.80734.047831018.500-212.98611.814-4.9110.000-19.152-33.250912610.500-10.412-0.067-32.1750.170-16.0880.03310141210.5000.125-1.001-17.712-0.512-8.8560.500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M3168615.000-6.239-150.945-0.0480.034-0.056729.4272144616.000-52.287-241.319-0.156-0.032-0.530718.0803159616.000-55.712-237.873-0.1100.017-0.437686.2584157610.000-53.700237.755-0.024-0.0160.149685.8165154616.000-50.872-236.552-0.0720.001-0.318677.2526147610.000-52.079236.164-0.1660.0030.640673.5287152610.000-50.868235.809-0.134-0.0030.525673.3118142610.000-49.894234.722-0.129-0.0100.529672.8639149616.000-52.159-233.917-0.1240.005-0.499662.8521069610.00013.922130.8630.0300.033-0.244611.574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M31158613.000-54.3760.044-0.0620.0000.044-514.9122143613.000-51.156-0.942-0.108-0.010-0.067-506.7043148613.000-52.096-0.468-0.0870.004-0.026-497.4114153613.000-50.8490.087-0.072-0.001-0.035-49700050.783180.6690.010-0.0020.047-48900051.668-180.6390.049-0.003-0.183-487.54671521210.00050.785-180.2660.0230.003-0.088-487.06081491216.00051.726179.3750.038-0.0030.146-481.19791441216.00043.977167.0970.0640.0330.204-466.610101591216.00046.165165.6600.0210.0020.076-448.665线性位移线性最大位移线性组合最大最小位移表最不利项节点组合名UxUyUzUxyzX方向位移最大22组合3(恒0+风3)6.3320.0000.0006.332Y方向位移最大28组合10-情况3(恒0+0.5活1+水平地震)