钢结构计算书

计算书CALCULATIONDOCUMENT工程编号：工程名称：项目名称：设计阶段：设计专业：计算内容：专业负责人：计算人：校对人：审核人：日期：________________________________________________________________________________3D3S此处填写设计单位名称Nameofthedesigncompanyhere目录TOC\o"1-3"\f0\h\z\u1设计依据 12计算简图、几何信息 13荷载与组合 163.1荷载工况 163.2节点荷载 173.3单元荷载 173.4面荷载 193.5其它荷载 193.6荷载组合 204内力位移计算结果 214.1内力 214.1.1最不利内力 214.1.2内力包络及统计 494.2位移 534.2.1组合位移 535设计验算结果 535.1设计验算结果图及统计表 545.2设计验算结果表 57附录 66同济大学3D3S软件PAGE671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)各节点信息如下表：节点号x坐标(m)y坐标(m)z坐标(m)x向约束y向约束z向约束绕x约束绕y约束绕z约束138.26819.8603.572238.26819.8603.000√√√√√√346.13213.2002.833446.13213.200-0.000√√√√√√552.68713.2004.236652.68713.200-0.000√√√√√√752.6879.7665.310852.68718.6672.527951.26912.6323.8001049.49912.3023.3761144.30612.6192.9791247.98912.2233.1401346.02212.2703.0091446.26514.1762.6471545.79810.3743.3691638.04921.0213.6631738.38319.3693.5211838.78119.9763.2991937.25319.6314.1132038.57324.4913.7392138.57324.4913.000√√√√√√2240.92529.2033.6182340.92529.2033.000√√√√√√2436.21835.9894.5472536.21835.9893.000√√√√√√2642.72836.7203.5462742.72836.7203.000√√√√√√2831.00727.2964.8002931.00727.2963.000√√√√√√3036.48935.2914.7853135.55835.2594.7293234.58635.3064.5813336.59435.9844.5763438.09535.9644.5813535.58936.0014.4973642.60035.3493.6943741.55037.3193.7483842.87436.8373.4963937.93922.9043.8614038.81126.4674.0354138.85624.4243.5584237.22124.8144.6034330.54227.3744.4264429.07427.6133.2434531.13228.3144.9004630.78425.0984.6214732.01127.1365.6094830.39819.5532.5814930.39819.553-0.000√√√√√√5033.02815.1782.0425133.02815.178-0.000√√√√√√5236.25211.9931.5415336.25211.993-0.000√√√√√√5440.2259.7051.0665540.2259.705-0.000√√√√√√5645.9928.2260.6155745.9928.226-0.000√√√√√√5849.4997.9720.4515949.4997.972-0.000√√√√√√6049.4999.8244.0846149.4999.8243.784√√√√√√6245.79810.3743.069√√√√√√6341.76811.9413.3226441.76811.9413.022√√√√√√6538.79314.1443.8166638.79314.1443.516√√√√√√6736.63016.9454.4936836.63016.9454.193√√√√√√6935.40920.5145.1377035.40920.5144.837√√√√√√7135.52524.8895.6347235.52524.8895.334√√√√√√7336.78729.2375.8027436.78729.2375.502√√√√√√7536.61531.1345.7927636.61531.1345.492√√√√√√7735.98031.9565.7487835.98031.9565.448√√√√√√7934.86532.1045.7258034.86532.1045.425√√√√√√8133.10630.7055.7438233.10630.7055.443√√√√√√8331.76925.0555.4508431.76925.0555.150√√√√√√8532.66819.9894.8198632.66819.9894.519√√√√√√8734.75316.0244.0508834.75316.0243.750√√√√√√8937.47113.0253.2779037.47113.0252.977√√√√√√9140.94410.7492.5439240.94410.7492.243√√√√√√9346.0489.0821.8319446.0489.0821.531√√√√√√9549.4998.6791.4689649.4998.6791.168√√√√√√9752.9388.6161.1699852.9388.6160.869√√√√√√9956.1788.6160.85410056.1788.6160.554√√√√√√10152.9387.9060.30610252.9387.906-0.000√√√√√√10342.67413.2553.05510441.23814.0733.19710539.93215.1093.39110638.88516.2513.59510737.98917.6113.82710837.38619.0514.04110936.98120.8164.25911036.92022.8204.45611137.80126.7104.68711238.49828.5554.71411343.1089.2881.49211446.0208.6541.22311540.58510.2271.80511638.63511.2622.09911736.86112.5092.40911835.31913.9182.71811933.89115.6013.04612032.62717.5293.37412131.53319.7713.70012230.74122.3154.00712330.36825.1174.27112430.62328.4374.49912531.49431.3484.58812659.4188.6160.54012759.4188.6160.240√√√√√√12857.7988.6160.69712957.7987.9060.07613054.5588.6161.01213154.5587.9060.22913256.1787.9060.15313359.4187.906-0.000√√√√√√13447.9898.8001.61513547.9898.0470.52113651.2698.6211.31013751.2697.9240.37313843.2869.7842.16613942.9308.7930.81814039.12511.7912.89914138.14510.7331.29814236.05014.3963.65214334.58813.4391.78414433.63717.8524.43814531.61717.2062.30914632.00122.4185.16714729.48122.2112.84714828.96625.1783.09314932.12128.0775.68215029.12628.7973.31515151.2699.7664.69615251.26916.7052.52615349.49915.1982.54715447.9899.9603.69715547.98914.4872.58415643.72511.0053.24615744.88714.2332.71215843.58114.5692.78715940.20412.9563.52016042.27215.1902.87516141.07216.0742.96716237.62915.4304.14416340.14017.0733.04616439.34918.2783.16016535.90118.5764.81716638.87119.5253.26616738.55321.1183.38116835.26622.6855.42216938.57422.9563.49117036.14027.1105.75817139.46126.3113.61517231.98332.2504.59517332.47233.1534.60217432.87633.7884.60017533.69634.6024.59017638.68435.5804.58917739.14835.0074.60017839.58634.1914.63317939.86233.4214.65418039.70332.0824.67618139.50431.1764.68918239.19230.5544.69918338.88229.6264.71118431.07634.6873.46918542.28131.7613.58018641.38839.2053.45018738.78240.2373.42518837.34535.9744.57918935.73339.4293.42719033.02637.3423.45119131.88535.9573.46519229.88231.9913.43319340.20927.8723.62719436.83930.0485.80419541.65730.5163.60019634.30738.5083.43719742.31738.0573.47219837.20940.0123.42319942.79233.0303.55920043.10935.7083.51620140.21039.9723.43420243.09834.3883.53720333.48631.1625.73820433.86731.6185.73420534.36631.8615.73020635.42332.0305.73620736.29731.5455.77020836.72730.5915.79820930.47933.3393.45121031.05929.8934.54321132.61329.3915.71221229.50430.3943.37421352.6879.7665.010√√√√√√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矩160x160x6x6Q235B0.5733696146314631.1071.1592矩160x160x6x6Q235B2.8333696146314631.0521.0813矩160x160x6x6Q235B4.2373696146314631.0791.0884矩160x160x6x6Q235B3.5983696146314631.0001.0005矩160x160x6x6Q235B5.7283696146314631.0001.0006矩160x160x6x6Q235B1.5883696146314631.0001.0007矩160x160x6x6Q235B1.8503696146314631.0001.0008矩160x160x6x6Q235B1.9223696146314631.0001.0009矩160x160x6x6Q235B2.1203696146314631.0001.00010矩160x160x6x6Q235B0.9533696146314631.0003.03811矩160x160x6x6Q235B1.7513696146314631.0001.00012矩160x160x6x6Q235B1.0033696146314631.0001.00013矩160x160x6x6Q235B1.9423696146314631.0001.49114矩160x160x6x6Q235B1.1853696146314631.0001.00015矩160x160x6x6Q235B0.5073696146314631.0001.00016矩160x160x6x6Q235B0.5933696146314631.0001.00017矩160x160x6x6Q235B1.1733696146314631.0001.00018矩160x160x6x6Q235B0.7403696146314631.1551.10619矩160x160x6x6Q235B0.6183696146314631.2211.29920矩160x160x6x6Q235B1.5473696146314631.0761.05021矩160x160x6x6Q235B0.5463696146314631.0891.08422矩160x160x6x6Q235B1.8013696146314631.0771.14223矩160x160x6x6Q235B0.7853696146314631.0001.00024矩160x160x6x6Q235B0.9333696146314631.0001.00025矩160x160x6x6Q235B0.9853696146314631.0001.00026矩160x160x6x6Q235B1.0003696146314631.0001.00027矩160x160x6x6Q235B1.6543696146314631.0002.00028矩160x160x6x6Q235B0.6313696146314631.0001.00029矩160x160x6x6Q235B0.3783696146314632.9874.97330矩160x160x6x6Q235B1.3863696146314631.0001.00031矩160x160x6x6Q235B1.3373696146314631.0001.00032矩160x160x6x6Q235B0.1933696146314631.0001.00033矩160x160x6x6Q235B1.7143696146314631.0001.00034矩160x160x6x6Q235B2.0123696146314631.0001.00035矩160x160x6x6Q235B0.3433696146314631.0001.00036矩160x160x6x6Q235B1.6363696146314631.0002.21437矩160x160x6x6Q235B1.9003696146314631.0001.31738矩160x160x6x6Q235B1.0313696146314631.0001.00039矩160x160x6x6Q235B2.2163696146314631.0001.00040矩160x160x6x6Q235B1.3003696146314631.0001.00041矩160x160x6x6Q235B0.6023696146314631.0004.15542矩160x160x6x6Q235B2.5823696146314631.1041.12143矩160x160x6x6Q235B2.0423696146314631.1171.11444矩160x160x6x6Q235B1.5413696146314631.1491.12245矩160x160x6x6Q235B1.0673696146314631.2301.17146矩160x160x6x6Q235B0.6153696146314631.6201.29447矩160x160x6x6Q235B0.4513696146314631.6551.27748矩160x160x6x6Q235B0.3003696146314631.6551.50249矩160x160x6x6Q235B0.3003696146314631.6151.51350矩160x160x6x6Q235B0.3003696146314631.5551.47351矩160x160x6x6Q235B0.3003696146314631.4861.47752矩160x160x6x6Q235B0.3003696146314631.4091.49853矩160x160x6x6Q235B0.3003696146314631.4301.70154矩160x160x6x6Q235B0.3003696146314631.4541.70755矩160x160x6x6Q235B0.3003696146314631.2901.72556矩160x160x6x6Q235B0.3003696146314631.1711.33857矩160x160x6x6Q235B0.3003696146314631.2821.18558矩160x160x6x6Q235B0.3003696146314631.4391.17159矩160x160x6x6Q235B0.3003696146314631.2581.32360矩160x160x6x6Q235B0.3003696146314631.4601.83861矩160x160x6x6Q235B0.3003696146314631.4731.55662矩160x160x6x6Q235B0.3003696146314631.4481.46763矩160x160x6x6Q235B0.3003696146314631.4561.41564矩160x160x6x6Q235B0.3003696146314631.4981.41865矩160x160x6x6Q235B0.3003696146314631.7131.46166矩160x160x6x6Q235B0.3003696146314631.7471.37167矩160x160x6x6Q235B0.3003696146314631.6771.37268矩160x160x6x6Q235B0.3003696146314631.5941.36969矩160x160x6x6Q235B0.3063696146314631.6721.36570矩160x160x6x6Q235B1.5303696146314631.0002.28871矩160x160x6x6Q235B1.9723696146314631.0001.77672矩160x160x6x6Q235B1.7533696146314631.0003.79573矩160x160x6x6Q235B1.6593696146314631.0004.01174矩160x160x6x6Q235B1.6783696146314631.0003.96475矩160x160x6x6Q235B1.5633696146314631.0001.00076矩160x160x6x6Q235B1.6453696146314631.0001.00077矩160x160x6x6Q235B1.5753696146314631.0001.00078矩160x160x6x6Q235B1.5983696146314631.0002.00079矩160x160x6x6Q235B2.0153696146314631.0001.00080矩160x160x6x6Q235B2.0213696146314631.0001.00081矩160x160x6x6Q235B1.9853696146314631.0001.00082矩160x160x6x6Q235B1.9723696146314631.0001.00083矩160x160x6x6Q235B2.9923696146314631.0001.00084矩160x160x6x6Q235B2.7113696146314631.0001.00085矩160x160x6x6Q235B2.2273696146314631.0001.00086矩160x160x6x6Q235B2.1903696146314631.0001.00087矩160x160x6x6Q235B2.1123696146314631.0001.00088矩160x160x6x6Q235B2.2323696146314631.0001.00089矩160x160x6x6Q235B2.3283696146314631.0001.00090矩160x160x6x6Q235B2.5163696146314631.0001.00091矩160x160x6x6Q235B2.6823696146314631.0001.00092矩160x160x6x6Q235B2.8393696146314631.0001.00093矩160x160x6x6Q235B1.5983696146314631.0002.00094矩160x160x6x6Q235B1.6423696146314631.0001.00095矩160x160x6x6Q235B0.3003696146314631.6111.54696矩160x160x6x6Q235B0.9433696146314631.0001.00097矩160x160x6x6Q235B1.0563696146314631.0001.00098矩160x160x6x6Q235B0.9983696146314631.0001.00099矩160x160x6x6Q235B0.8923696146314631.0001.000100矩160x160x6x6Q235B1.5523696146314631.0002.000101矩160x160x6x6Q235B1.5523696146314631.0002.000102矩160x160x6x6Q235B1.1173696146314631.0001.000103矩160x160x6x6Q235B1.3283696146314631.0001.000104矩160x160x6x6Q235B1.1673696146314631.0001.000105矩160x160x6x6Q235B1.2393696146314631.0001.000106矩160x160x6x6Q235B1.5563696146314631.0002.000107矩160x160x6x6Q235B1.5563696146314631.0002.000108矩160x160x6x6Q235B1.6183696146314631.0002.000109矩160x160x6x6Q235B1.6183696146314631.0002.000110矩160x160x6x6Q235B1.7363696146314631.0002.000111矩160x160x6x6Q235B1.7363696146314631.0002.000112矩160x160x6x6Q235B2.3313696146314631.0002.000113矩160x160x6x6Q235B2.33136961463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.6753696146314631.0002.001327矩160x160x6x6Q235B4.6803696146314631.0001.999328矩160x160x6x6Q235B0.3003696146314631.7551.5753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3风(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--1.002活1双向杆件--0.503风2双向杆件1.300.404风2双向杆件-1.300.403.2节点荷载3.3单元荷载1)工况号:0*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--1.00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--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）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1.300.402风载双向杆件-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）面荷载序号2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）ημzβz1.161.001.001.001.052.341.001.001.001.183.371.001.001.001.335.251.001.001.001.64(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考虑竖向地震作用竖向地震作用系数：0.00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10.48870.10%0.21%2.00%20.32852.27%0.00%0.92%30.25050.20%1.30%1.73%40.20450.05%0.82%1.53%50.17860.01%0.16%1.66%60.15940.55%0.08%0.00%70.13922.60%0.03%5.48%80.13512.44%0.03%2.59%90.12121.81%1.14%8.48%(3).温度作用无温度作用。3.6荷载组合(1)1.30恒载+1.50活载工况1(2)1.30恒载+1.50风载工况2(3)1.30恒载+1.50活载工况1+1.50x0.60风载工况2(4)1.30恒载+1.50x0.70活载工况1+1.50风载工况2(5)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况2(6)1.20恒载+1.20x0.50活载工况1+1.30水平地震(7)1.20恒载+1.20x0.50活载工况1+1.30竖向地震(8)1.20恒载+1.20x0.50活载工况1+1.30水平地震+0.50竖向地震(9)1.20恒载+1.20x0.50活载工况1+0.50水平地震+1.30竖向地震(10)1.00恒载+1.50风载工况2(11)1.00恒载+1.00x0.50活载工况1+1.30水平地震(12)1.00恒载+1.00x0.50活载工况1+1.30竖向地震(13)1.00恒载+1.00x0.50活载工况1+1.30水平地震+0.50竖向地震(14)1.00恒载+1.00x0.50活载工况1+0.50水平地震+1.30竖向地震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101-4.012.819.3-5.5-1.30.4N2最大11-7.422.733.8-9.8-2.40.8N3最大11-7.422.733.8-9.8-2.40.8M1最大101-4.012.819.3-5.5-1.30.4M2最大101-4.012.819.3-5.5-1.30.4M3最大11-7.422.733.8-9.8-2.40.82合力最大11-7.422.733.8-9.8-2.40.8N1最小11-7.422.733.8-9.8-2.40.8N2最小101-4.012.819.3-5.5-1.30.4N3最小101-4.012.819.3-5.5-1.30.4M1最小11-7.422.733.8-9.8-2.40.8M2最小11-7.422.733.8-9.8-2.40.8M3最小101-4.012.819.3-5.5-1.30.4N1最大114.21.957.2-1.74.40.1N2最大114.21.957.2-1.74.40.1N3最大114.21.957.2-1.74.40.1M1最大1012.31.131.9-1.02.40.1M2最大114.21.957.2-1.74.40.1M3最大114.21.957.2-1.74.40.14合力最大114.21.957.2-1.74.40.1N1最小1012.31.131.9-1.02.40.1N2最小1012.31.131.9-1.02.40.1N3最小1012.31.131.9-1.02.40.1M1最小114.21.957.2-1.74.40.1M2最小1012.31.131.9-1.02.40.1M3最小1012.31.131.9-1.02.40.1N1最大101-2.32.125.7-3.0-2.6-0.2N2最大11-4.23.745.3-5.2-4.7-0.4N3最大11-4.23.745.3-5.2-4.7-0.4M1最大101-2.32.125.7-3.0-2.6-0.2M2最大101-2.32.125.7-3.0-2.6-0.2M3最大101-2.32.125.7-3.0-2.6-0.26合力最大11-4.23.745.3-5.2-4.7-0.4N1最小11-4.23.745.3-5.2-4.7-0.4N2最小101-2.32.125.7-3.0-2.6-0.2N3最小101-2.32.125.7-3.0-2.6-0.2M1最小11-4.23.745.3-5.2-4.7-0.4M2最小11-4.23.745.3-5.2-4.7-0.4M3最小11-4.23.745.3-5.2-4.7-0.4N1最大101-5.511.922.6-4.6-1.1-0.1N2最大11-10.021.139.4-8.2-2.1-0.2N3最大11-10.021.139.4-8.2-2.1-0.2M1最大101-5.511.922.6-4.6-1.1-0.1M2最大101-5.511.922.6-4.6-1.1-0.1M3最大101-5.511.922.6-4.6-1.1-0.121合力最大11-10.021.139.4-