连栋简易温室结构计算书

连栋简易温室结构计算书结构计算书第页第1章工程计算概况1.类型:圆拱形连栋2.基本风压:0.363.基本雪压:0.304.地面粗糙度类别:B5.加热影响系数:1.00第2章设计依据2.1国内规范1.《农业温室结构荷载规范》(GB/T51183-2016)2.《农业温室结构设计标准》（GB/T51424-2022）3.《建筑结构可靠度设计统一标准》（GB50068-2018）4.《建筑结构荷载规范》(GB50009-2012)5.《钢结构设计标准》（GB50017-2017）6.《冷弯薄壁型钢结构技术规范》(GB50018-2002)7.《门式刚架轻型房屋钢结构技术规范》(GB51022-2015)2.2计算程序采用盈建科-Wenshi计算。第3章标准榀计算3.1结构形式图1结构形式3.2计算简图3.2.1计算模型跨度:8000开间:4000连栋数:8开间数:14天沟高度:3000屋脊高度:5000图2计算模型3.2.2截面简图图3截面简图13.3荷载作用方式与作用值3.3.1荷载种类恒载:0.01活载:0.103.3.2材料统计表1构件材料表名称截面构件长度(m)数量总重(kg)角柱B60X60X3.03.000452.5982山墙柱B60X60X3.03.00014184.094侧墙柱B60X60X3.03.00026341.888室内柱B60X60X3.03.000911196.61下弦杆D51X2.08.0003446786.85上拱杆D38X3.04.6363444846.49撑杆D38X2.00.800240347.878腹杆D30X2.01.872208548.733腹杆D30X2.01.773208519.785腹杆D30X2.02.332208683.666山墙加密柱B60X60X3.04.38632838.546山墙加密柱B90X60X3.04.95132963.546边墙加密柱B50X30X2.03.00028163.639山墙檩条B50X30X2.08.000322576.88边墙檩条B50X30X2.04.00056682.067开间方向室内支撑D204.66570805.93天沟B100X60X356.00093730.32纵向系杆D25X1.556.000241194.99外遮阳立柱B50X50X2.02.5002401845.55外遮阳横梁B50X50X2.08.0001202952.88外遮阳斜撑D38X2.03.0532401325.29外遮阳天沟B50X50X2.056.00091550.263.4荷载效应组合3.4.1强度及稳定验算表2荷载组合系数表组合IDDEADLIVE保温被-均匀铺开雪荷载-不均匀+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变形计算表3荷载组合系数表组合IDDEADLIVE保温被-均匀铺开雪荷载-不均匀+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计算结果3.5.1强度验算结果图4强度验算3.6计算结论3.6.1承载能力极限状态（安全系数）表4柱编号最大强度应力比最大平面内稳定应力比最大平面外稳定应力比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梁编号最大强度正应力比最大强度剪应力比最大稳定应力比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支撑编号最大强度应力比最大平面内稳定应力比最大平面外稳定应力比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.