玻璃大棚結構計算書

玻璃大棚結構計算書結構計算書第頁第1章工程計算概況1.類型:文洛型連棟2.基本風壓:0.373.基本雪壓:0.304.地面粗糙度類別:B5.加熱影響系數(shù):1.00第2章設計依據(jù)2.1國內規(guī)范1.《農(nóng)業(yè)溫室結構荷載規(guī)范》(GB/T51183-2016)2.《農(nóng)業(yè)溫室結構設計標準》（GB/T51424-2022）3.《建筑結構可靠度設計統(tǒng)一標準》（GB50068-2018）4.《建筑結構荷載規(guī)范》(GB50009-2012)5.《鋼結構設計標準》（GB50017-2017）6.《冷彎薄壁型鋼結構技術規(guī)范》(GB50018-2002)7.《門式剛架輕型房屋鋼結構技術規(guī)范》(GB51022-2015)2.2計算程序采用盈建科-Wenshi計算。第3章標準榀計算3.1結構形式圖1結構形式3.2計算簡圖3.2.1計算模型跨度:9600開間:4000連棟數(shù):2開間數(shù):12天溝高度:7000屋脊高度:7666圖2計算模型3.2.2截面簡圖圖3截面簡圖13.3荷載作用方式與作用值3.3.1荷載種類恒載:0.15活載:0.153.3.2材料統(tǒng)計表1構件材料表名稱截面構件長度(m)數(shù)量總重(kg)角柱B120X3.07.0004306.15山墻柱B120x60x3.07.0002117.077側墻柱B60x120x3.07.000221287.85室內柱B120X3.07.00011841.913斜梁B60x40x2.01.733156809.952桁架上短立柱B100X50X3.00.2005270.0604桁架上短立柱B100X50X3.00.60044177.846桁架下弦桿B70X50X2.59.600261117.63桁架上弦桿B70X50X2.59.600261117.63桁架腹桿D32x2.00.721528574.884山墻加密柱B120x60x3.06.8008454.928邊墻加密柱B60x120x3.07.000241404.93山墻檁條B50x30x2.09.600160邊墻檁條B50X30X2.04.000960天溝鋼天溝截面148.00072195.48縱向系桿B60x2.048.00061031.2外遮陽立柱B50X2.01.500156687.9外遮陽橫梁B50X2.03.20078733.76外遮陽斜撐D32x2.00.0001560外遮陽天溝B50X2.048.0007987.7543.4荷載效應組合3.4.1強度及穩(wěn)定驗算表2荷載組合系數(shù)表組合IDDEADLIVELIVE1LIVE2保溫被-均勻鋪開雪荷載-不均勻+WX-WX+WY-WYEXEY10.901.0810.901.0810.901.0820.900.9030.900.9040.900.9050.900.9060.901.080.5460.901.080.5460.901.080.5470.901.080.5470.901.080.5470.901.080.5480.901.080.5480.901.080.5480.901.080.5490.901.080.5490.901.080.5490.901.080.54100.900.760.90100.900.760.90100.900.760.90110.900.760.90110.900.760.90110.900.760.90120.900.760.90120.900.760.90120.900.760.90130.900.760.90130.900.760.90130.900.760.90141.300.650.600.601.40151.300.650.600.60-1.40161.300.650.600.601.40171.300.650.600.60-1.40181.000.500.500.501.40191.000.500.500.50-1.40201.000.500.500.501.40211.000.500.500.50-1.403.4.2變形計算表3荷載組合系數(shù)表組合IDDEADLIVELIVE1LIVE2保溫被-均勻鋪開雪荷載-不均勻+WX-WX+WY-WYEXEY11.001.000.700.7011.000.701.000.7011.000.700.701.0021.001.0031.001.0041.001.0051.001.0061.001.000.700.700.6061.000.701.000.700.6061.000.700.701.000.6071.001.000.700.700.6071.000.701.000.700.6071.000.700.701.000.6081.001.000.700.700.6081.000.701.000.700.6081.000.700.701.000.6091.001.000.700.700.6091.000.701.000.700.6091.000.700.701.000.60101.000.700.700.701.00111.000.700.700.701.00121.000.700.700.701.00131.000.700.700.701.00141.000.500.500.501.00151.000.500.500.50-1.00161.000.500.500.501.00171.000.500.500.50-1.003.5計算結果3.5.1強度驗算結果圖4強度驗算3.6計算結論3.6.1承載能力極限狀態(tài)（安全系數(shù)）表4柱編號最大強度應力比最大平面內穩(wěn)定應力比最大平面外穩(wěn)定應力比10.800.640.5220.800.640.5230.800.640.5240.800.640.5250.770.610.5060.770.610.5070.770.610.5080.770.610.5090.710.430.61100.710.430.61110.710.430.61120.710.430.61130.710.430.61140.710.430.61150.710.430.61160.710.430.61170.710.430.61180.710.430.61190.710.430.61200.710.430.61210.700.420.60220.700.420.60230.700.420.60240.700.420.60250.670.400.57260.670.400.57270.670.400.57280.670.400.57290.670.400.57300.670.400.57310.670.400.57320.670.400.57330.670.400.57340.670.400.57350.670.400.57360.670.400.57370.670.400.57380.670.400.57390.660.400.56400.660.400.56410.660.400.56420.660.400.56430.650.520.42440.650.520.42450.650.520.42460.650.520.42470.640.380.54480.640.380.54490.640.380.54500.640.380.54510.620.490.40520.620.490.40530.620.490.40540.620.490.40550.600.490.40560.600.490.40570.560.340.48580.560.340.48590.560.340.48600.560.340.48610.550.330.47620.550.330.47630.550.330.47640.550.330.47650.540.390.54660.540.390.54670.540.390.54680.540.390.54690.540.390.54700.540.390.53710.540.390.53720.530.320.46730.530.320.46740.530.320.46750.530.320.46760.530.320.46770.530.320.46780.530.320.46790.530.320.46800.530.320.45810.530.320.45820.530.320.45830.530.320.45840.530.320.45850.530.320.45860.530.320.45870.530.320.45880.520.310.44890.520.310.44900.520.310.44910.520.310.44920.520.310.44930.520.310.44940.520.310.44950.520.310.44960.520.310.44970.520.310.44980.510.310.44990.510.310.441000.510.310.44表5梁編號最大強度正應力比最大強度剪應力比最大穩(wěn)定應力比10.340.010.3320.340.010.3330.300.010.2640.300.010.2650.300.010.2660.300.010.2670.290.010.2580.290.010.2590.290.010.25100.290.010.25110.290.010.25120.290.010.25130.260.010.22140.260.010.22150.260.010.22160.260.010.22170.260.010.22180.260.010.22190.260.010.22200.260.010.22210.200.010.17220.200.010.17230.200.010.17240.200.010.17250.190.010.16260.190.010.16270.190.010.16280.190.010.16290.180.010.15300.180.010.15310.180.010.15320.180.010.15330.170.010.15340.170.010.15350.170.010.15360.170.010.15370.170.010.14380.170.010.14390.170.010.14400.170.010.14410.150.010.13420.150.010.13430.150.010.13440.150.010.13450.150.010.13460.150.010.13470.150.010.13480.150.010.13490.150.010.13500.150.010.13510.150.010.13520.150.010.13530.150.010.13540.150.010.13550.150.010.13560.150.010.13570.150.010.13580.150.010.13590.150.010.13600.150.010.13610.150.010.13620.150.010.13630.150.010.13640.150.010.13650.130.010.15660.130.010.15670.130.010.15680.130.010.15690.120.010.14700.120.010.14710.120.010.14720.120.010.14730.120.010.13740.120.010.13750.110.010.13760.110.010.13770.120.010.13780.120.010.13790.110.010.13800.110.010.13810.110.010.13820.110.010.13830.110.010.13840.110.010.13850.110.010.13860.110.010.13870.110.010.13880.110.010.13890.120.010.13900.120.010.13910.110.010.13920.110.010.13930.110.010.13940.110.010.13950.110.010.13960.110.010.13970.110.010.13980.110.010.13990.110.010.131000.110.010.13表6支撐編號最大強度應力比最大平面內穩(wěn)定應力比最大平面外穩(wěn)定應力比10.260.870.3920.260.870.3930.260.870.3940.260.870.3950.860.520.7360.860.520.7370.860.510.7380.860.510.7390.260.840.38100.260.840.38110.260.840.38120.260.840.38130.260.840.38140.260.840.38150.260.840.38160.260.840.38170.260.840.38180.260.840.38190.260.840.38200.260.840.38210.260.840.38220.260.840.38230.260.840.37240.260.840.37250.260.840.37260.260.840.37270.710.440.59280.710.440.59290.700.440.59300.290.700.45310.290.700.45320.290.700.45330.290.700.45340.700.440.59350.290.690.44360.290.690.44370.290.690.44380.290.690.44390.280.690.44400.280.690.44410.280.690.44420.280.690.44430.280.690.44440.280.690.44450.280.690.44460.280.690.44470.280.690.44480.280.690.44490.280.690.44500.280.690.44510.280.690.44520.280.690.44530.280.680