連棟簡易溫室結(jié)構(gòu)計算書

連棟簡易溫室結(jié)構(gòu)計算書結(jié)構(gòu)計算書第頁第1章工程計算概況1.類型:圓拱形連棟2.基本風(fēng)壓:0.363.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(shè)計依據(jù)2.1國內(nèi)規(guī)范1.《農(nóng)業(yè)溫室結(jié)構(gòu)荷載規(guī)范》(GB/T51183-2016)2.《農(nóng)業(yè)溫室結(jié)構(gòu)設(shè)計標(biāo)準(zhǔn)》（GB/T51424-2022）3.《建筑結(jié)構(gòu)可靠度設(shè)計統(tǒng)一標(biāo)準(zhǔn)》（GB50068-2018）4.《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)5.《鋼結(jié)構(gòu)設(shè)計標(biāo)準(zhǔn)》（GB50017-2017）6.《冷彎薄壁型鋼結(jié)構(gòu)技術(shù)規(guī)范》(GB50018-2002)7.《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范》(GB51022-2015)2.2計算程序采用盈建科-Wenshi計算。第3章標(biāo)準(zhǔn)榀計算3.1結(jié)構(gòu)形式圖1結(jié)構(gòu)形式3.2計算簡圖3.2.1計算模型跨度:8000開間:4000連棟數(shù):8開間數(shù):14天溝高度:3000屋脊高度:5000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:0.01活載:0.103.3.2材料統(tǒng)計表1構(gòu)件材料表名稱截面構(gòu)件長度(m)數(shù)量總重(kg)角柱B60X60X3.03.000452.5982山墻柱B60X60X3.03.00014184.094側(cè)墻柱B60X60X3.03.00026341.888室內(nèi)柱B60X60X3.03.000911196.61下弦桿D51X2.08.0003446786.85上拱桿D38X3.04.6363444846.49撐桿D38X2.00.800240347.878腹桿D30X2.01.872208548.733腹桿D30X2.01.773208519.785腹桿D30X2.02.332208683.666山墻加密柱B60X60X3.04.38632838.546山墻加密柱B90X60X3.04.95132963.546邊墻加密柱B50X30X2.03.00028163.639山墻檁條B50X30X2.08.000322576.88邊墻檁條B50X30X2.04.00056682.067開間方向室內(nèi)支撐D204.66570805.93天溝B100X60X356.00093730.32縱向系桿D25X1.556.000241194.99外遮陽立柱B50X50X2.02.5002401845.55外遮陽橫梁B50X50X2.08.0001202952.88外遮陽斜撐D38X2.03.0532401325.29外遮陽天溝B50X50X2.056.00091550.263.4荷載效應(yīng)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IDDEADLIVE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IDDEADLIVE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(jié)果3.5.1強度驗算結(jié)果圖4強度驗算3.6計算結(jié)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(yīng)力比最大平面內(nèi)穩(wěn)定應(yīng)力比最大平面外穩(wěn)定應(yīng)力比10.660.180.1820.650.180.1830.650.180.1840.650.180.1850.560.170.1760.560.170.1770.560.170.1780.560.170.1790.560.170.17100.560.170.17110.560.170.17120.560.170.17130.560.170.17140.560.170.17150.560.170.17160.560.170.17170.560.170.17180.560.170.17190.560.170.17200.560.170.17210.560.170.17220.560.170.17230.560.170.17240.560.170.17250.530.160.17260.530.160.17270.530.160.17280.530.160.17290.470.410.01300.470.410.01310.470.410.01320.470.410.01330.470.410.01340.470.410.01350.470.410.01360.470.410.01370.470.400.01380.470.400.01390.440.380.01400.440.380.01410.440.380.01420.440.380.01430.310.120.16440.310.120.16450.310.120.16460.310.120.16470.290.140.17480.290.140.17490.290.130.17500.290.140.17510.290.120.16520.290.120.16530.290.120.16540.290.120.16550.290.140.16560.290.140.16570.290.140.16580.290.140.16590.290.140.16600.290.140.16610.290.140.16620.290.140.16630.290.130.16640.290.130.16650.290.130.16660.290.130.16670.280.120.16680.280.120.16690.280.120.16700.280.120.16710.260.230.01720.260.230.01730.260.230.01740.260.230.01750.260.230.01760.260.230.01770.260.230.01780.260.230.01790.260.230.01800.260.230.01810.250.220.01820.250.220.01830.250.220.01840.250.220.01850.250.220.01860.250.220.01870.250.220.01880.250.220.01890.250.220.01900.250.220.01910.240.210.01920.240.210.01930.240.210.01940.240.210.01950.240.200.14960.240.200.14970.230.200.01980.230.200.01990.230.200.141000.230.200.01表5梁編號最大強度正應(yīng)力比最大強度剪應(yīng)力比最大穩(wěn)定應(yīng)力比10.120.010.1020.120.010.1030.120.010.1040.120.010.1050.120.010.1060.120.010.1070.120.010.1080.120.010.1090.110.010.09100.110.010.09110.110.010.09120.110.010.09130.110.010.09140.110.010.09150.110.010.09160.110.010.09170.110.010.09180.110.010.09190.110.010.09200.110.010.09210.110.010.09220.110.010.09230.110.010.09240.110.010.09250.110.010.09260.110.010.09270.110.010.09280.110.010.09290.110.010.09300.110.010.09310.110.010.09320.110.010.09330.110.010.09340.110.010.09350.110.010.09360.110.010.09370.110.010.09380.110.010.09390.110.010.09400.110.010.09410.110.010.09420.110.010.09430.110.010.09440.110.010.09450.110.010.09460.100.010.09470.100.010.09480.100.010.09490.100.010.09500.100.010.09510.100.010.09520.100.010.0953-0.000.010.0954-0.000.010.0955-0.000.010.0956-0.000.010.0957-0.000.010.0958-0.000.010.0959-0.000.010.0960-0.000.010.0961-0.000.010.0962-0.000.010.0963-0.000.010.0964-0.000.010.0965-0.000.010.0966-0.000.010.0967-0.000.010.0968-0.000.010.0969-0.000.010.0970-0.000.010.0971-0.000.010.0972-0.000.010.0973-0.000.010.0974-0.000.010.0975-0.000.010.0976-0.000.010.0977-0.000.010.0978-0.000.010.09790.000.010.01800.000.010.01810.000.010.01820.000.010.01830.000.010.01840.000.010.01850.000.010.01860.000.010.01870.000.010.01880.000.010.01890.000.010.01900.000.010.01910.000.010.01920.000.010.01930.000.010.01940.000.010.01950.000.010.01960.000.010.01970.000.010.01980.000.010.01990.000.010.011000.000.010.01表6支撐編號最大強度應(yīng)力比最大平面內(nèi)穩(wěn)定應(yīng)力比最大平面外穩(wěn)定應(yīng)力比10.910.740.5820.910.740.5830.910.740.5840.910.740.5850.910.110.1160.900.110.1170.900.110.1180.890.080.0890.860.110.11100.860.700.55110.860.700.55120.860.700.55130.850.700.54140.850.110.11150.850.110.11160.840.110.11170.840.110.11180.840.110.11190.840.080.08200.840.110.11210.830.090.09220.830.090.09230.830.090.09240.830.080.08250.830.070.07260.830.070.07270.830.070.07280.830.060.06290.830.080.08300.830.060.06310.830.080.08320.830.050.05330.830.050.05340.830.050.05350.830.060.06360.830.050.05370.830.480.48380.830.480.48390.830.070.07400.830.070.07410.830.710.50420.830.710.50430.830.480.48440.830.710.50450.830.710.50460.830.710.50470.830.710.50480.830.480.48490.830.090.09500.830.090.09510.830.080.08520.830.080.08530.