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风压(KN/m²)对应风速(m/s)雪压(KN/m²)自重(KN/m²)地震(KN/m²)风荷载(KN/m²)0.321.90.30.20.050.4910.3523.60.30.20.050.5730.425.30.30.20.050.6550.4526.80.30.20.050.7370.528.30.30.20.050.8190.5529.60.30.20.050.9010.6310.30.20.050.9830.6532.20.30.20.051.0650.733.40.30.20.051.1470.7534.60.30.20.051.2290.835.70.30.20.051.3100.8536.80.30.20.051.392光伏支架檩条受力计算数据表中蓝色数据为C41*41*10*8*2mm的C型钢受力分析结果，同理绿色数据为C41*41*10*8*2.5mm的C型钢，紫色为C41*62*10*8*2mm的C型钢，红色为C41*62*10*8*2.5mm的C型钢表中单根檩条受力只计算了正风压工况，通常此时是支架最不利状况，所有受力计算均简化为力垂直与受力面，取A类地区标高5m，按承重结构计算正风强度正风刚度负风强度负风刚度单根檩条受力跨距2m(MPa)单根檩条受力1.2540.926-0.480-0.316113880.5511901.3691.008-0.595-0.398124288.05512991.4841.090-0.710-0.480134795.37114081.5981.172-0.824-0.5621451102.70215171.7131.254-0.939-0.6441555110.07516251.8281.336-1.054-0.7261659117.43517341.9421.418-1.168-0.8081763124.85718432.0571.500-1.283-0.8901867132.1719522.1721.582-1.398-0.9721971139.51220602.2861.664-1.512-1.0542075146.88621692.4011.745-1.627-1.1352179154.20822782.5161.827-1.742-1.2172283161.5992387光伏支架檩条受力计算数据表中蓝色数据为C41*41*10*8*2mm的C型钢受力分析结果，同理绿色数据为C41*41*10*8*2.5mm的C型钢，紫色为C41*62*10*8*2mm的C型钢，红色为C41*62*10*8*2.5mm的C型钢表中单根檩条受力只计算了正风压工况，通常此时是支架最不利状况，所有受力计算均简化为力垂直与受力面，取A类地区标高5m，按承重结构计算跨距2.1m(MPa)单根檩条受力跨距2.2m(MPa)单根檩条受力跨距2.3m(MPa)110.761242123.6051294132.784120.8551355134.8321412144.437131.0031469146.2451530156.699141.4341582157.4331648168.597151.2231696168.8881767181.239161.3981809180.0311885193.288171.4681923191.3932003205.467181.4742037202.872121180.091191.7182150214.0432240190.194201.622264179.2272358200.209212.4352377188.1512476210.229180.9562491197.1972594151.236光伏支架檩条受力计算数据表中蓝色数据为C41*41*10*8*2mm的C型钢受力分析结果，同理绿色数据为C41*41*10*8*2.5mm的C型钢，紫色为C41*62*10*8*2mm的C型钢，红色为C41*62*10*8*2.5mm的C型钢表中单根檩条受力只计算了正风压工况，通常此时是支架最不利状况，所有受力计算均简化为力垂直与受力面，取A类地区标高5m，按承重结构计算单根檩条受力跨距2.4m(MPa)单根檩条受力跨距2.5m(MPa)单根檩条受力1345154.0421397157.08514491468168.1791525171.43515811591182.1461653185.82517141714196.4181780200.10118461837210.4341908214.49119791960189.3222036196.20921112083201.1972163208.4822432206213.1322291138.47423762329131.1442419146.17625082452138.0082546153.77926412575144.9172674161.62827732698151.8132802169.3562906光伏支架檩条受力计算数据表中蓝色数据为C41*41*10*8*2mm的C型钢受力分析结果，同理绿色数据为C41*41*10*8*2.5mm的C型钢，紫色为C41*62*10*8*2mm的C型钢，红色为C41*62*10*8*2.5mm的C型钢表中单根檩条受力只计算了正风压工况，通常此时是支架最不利状况，所有受力计算均简化为力垂直与受力面，取A类地区标高5m，按承重结构计算跨距2.6m(MPa)单根檩条受力跨距2.7m(MPa)单根檩条受力跨距2.8m(MPa)162.9241501173.331552186.707177.7571638189.1081694203.789192.7051775204.9261836186.61207.5621912189.6391978201.02190.6432049203.232120147.305203.3552186145.5342262157.521145.3342324154.7212404166.975153.9652461163.8482546176.915162.5162598172.9612688187.162171.1082735182.0852829196.826179.672872191.2062971206.845188.3023009200.3553113180.949光伏支架檩条受力计算数据表中蓝色数据为C41*41*10*8*2mm的C型钢受力分析结果，同理绿色数据为C41*41*10*8*2.5mm的C型钢，紫色为C41*62*10*8*2mm的C型钢，红色为C41*62*10*8*2.5mm的C型钢表中单根檩条受力只计算了正风压工况，通常此时是支架最不利状况，所有受力计算均简化为力垂直与受力面，取A类地区标高5m，按承重结构计算单根檩条受力跨距2.9m(MPa)单根檩条受力跨距3.0m(MPa)单根檩条受力1604199.8151656188.3217081751185.491807205.51618641897200.9731959145.91220202044147.0512110157.19821762191157.6792261168.41923322337167.9972413179.57424882484178.7662564190.80326442630189.392715202.15828002777199.8522867213.53629562924211.3073018189.18131123070195.6513169198.79132683217205.1733321208.2363425光伏支架檩条受力计算数据表中蓝色数据为C41*41*10*8*2mm的C型钢受力分析结果，同理绿色数据为C41*41*10*8*2.5mm的C型钢，紫色为C41*62*10*8*2mm的C型钢，红色为C41*62*10*8*2.5mm的C型钢表中单根檩条受力只计算了正风压工况，通常此时是支架最不利状况，所有受力计算均简化为力垂直与受力面，取A类地区标高5m，按承重结构计算跨距3.1m(MPa)单根檩条受力跨距3.2m(MPa)单根檩条受力跨距3.3m(MPa)206.0651759141.4951811150.38143.7711920154.4421977164.176155.8922081167.3972142177.85167.8382242180.3082308191.676180.0172403193.112473205.396191.9742563206.1212639183.458204.1232724182.9612804194.921182.422885193.7842970206.46192.5443046204.4743135202.76332073301212.9893367346735283632光伏支架檩条受力计算数据表中蓝色数据为C41*41*10*8*2mm的C型钢受力分析结果，同理绿色数据为C41*41*10*8*2.5mm的C型钢，紫色为C41*62*10*8*2mm的C型钢，红色为C41*62*10*8*2.5mm的C型钢表中单根檩条受力只计算了正风压工况，通常此时是支架最不利状况，所有受力计算均简化为力垂直与受力面，取A类地区标高5m，按承重结构计算单根檩条受力跨距3.4m(MPa)单根檩条受力跨距3.5m(MPa)风压(KN/m²)1863160.1531915170.1340.32033174.7422090185.7130.352203189.352265201.2420.42374204.0532440195.0820.452544182.8922615209.0770.52714195.06827900.552884207.31329650.6305531400.65322533150.7339534900.75356636650.8373638400.85光伏支架檩条受力计算数据表中蓝色数据为C41*41*10*8*2mm的C型钢受力分析结果，同理绿色数据为C41*41*10*8*2.5mm的C型钢，紫色为C41*62*10*8*2mm的C型钢，红色为C41*62*10*8*2.5mm的C型钢表中单根檩条受力只计算了正风压工况，通常此时是支架最不利状况，所有受力计算均简化为力垂直与受力面，取A类地区标高5m，按承重结构计算对应风速(m/s)21.923.625.326.828.329.63132.233.434.635.736.8表中蓝色数据为C41*41*10*8*2mm的C型钢受力分析结果，同理绿色数据为C41*41*10*8*2.5mm的C型钢，紫色为C41*62*10*8*2mm的C型钢，红色为C41*62*10*8*2.5mm的C型钢表中单根檩条受力只计算了正风压工况，通常此时是支架最不利状况，所有受力计算均简化为力垂直与受力面，取A类地区标高5m，按承重结构计算