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公路I级、II级车道荷载值及冲击系数计算

来源:锐游网
公路I级车道荷载计算均布qk集中Pk跨径m(KN)(KN)510.5270610.5272710.5274810.5276910.52781010.52801110.52821210.52841310.52861410.52881510.52901610.52921710.52941810.52961910.52982010.53002110.53022210.53042310.53062410.53082510.53102610.53122710.53142810.53162910.53183010.53203110.53223210.53243310.53263410.53283510.53303610.53323710.53343810.53363910.53384010.53404110.53424210.53444310.53464410.53484510.53504610.53524710.53544810.53564910.53585010.5360旧集中荷载180184188192196200204208212216220224228232236240244248252256260264268272276280284288292296300304308312316320324328332336340344348352356360公路II级车道荷载计算均布qk集中Pk跨径m(KN)(KN)57.875202.567.875204.077.875205.587.875207.097.875208.5107.875210.0117.875211.5127.875213.0137.875214.5147.875216.0157.875217.5167.875219.0177.875220.5187.875222.0197.875223.5207.875225.0217.875226.5227.875228.0237.875229.5247.875231.0257.875232.5267.875234.0277.875235.5287.875237.0297.875238.5307.875240.0317.875241.5327.875243.0337.875244.5347.875246.0357.875247.5367.875249.0377.875250.5387.875252.0397.875253.5407.875255.0417.875256.5427.875258.0437.875259.5447.875261.0457.875262.5467.875264.0477.875265.5487.875267.0497.875268.5507.875270.0依据桥梁频率计算桥梁冲击系数旧集中荷载135.0138.0141.0144.0147.0150.0153.0156.0159.0162.0165.0168.0171.0174.0177.0180.0183.0186.0189.0192.0195.0198.0201.0204.0207.0210.0213.0216.0219.0222.0225.0228.0231.0234.0237.0240.0243.0246.0249.0252.0255.0258.0261.0264.0267.0f(Hz)1.501.601.701.801.902.002.102.202.302.402.502.602.702.802.903.003.103.203.303.403.503.603.703.803.904.004.104.204.304.404.504.604.704.804.905.005.105.205.305.405.505.605.705.805.906.00u0.0500.0670.0780.0880.0980.1070.1150.1240.1310.1390.1460.1530.1600.1660.1720.1780.1840.1900.1950.2010.2060.2110.2150.2200.2250.2290.2340.2380.2420.2460.2500.2540.2580.2610.2650.2690.2720.2760.2790.2820.2860.2890.2920.2950.2980.301f(Hz)6.106.206.306.406.506.606.706.806.907.007.107.207.307.407.507.607.707.807.908.008.108.208.308.408.508.608.708.808.909.009.109.209.309.409.509.609.709.809.9010.0010.1010.2010.3010.4010.5010.60u0.3040.3070.3100.3120.3150.3180.3200.3230.3260.3280.3310.3330.3360.3380.3400.3430.3450.3470.3500.3520.3540.3560.3580.3600.3620.3650.3670.3690.3710.3730.3750.3760.3780.3800.3820.3840.3860.3880.3890.3910.3930.3950.3960.3980.4000.401f(Hz)10.7010.8010.9011.0011.1011.2011.3011.4011.5011.6011.7011.8011.9012.0012.1012.2012.3012.4012.5012.6012.7012.8012.9013.0013.1013.2013.3013.4013.5013.6013.7013.8013.9014.00u0.4030.4050.4060.4080.4100.4110.4130.4140.4160.4170.4190.4200.4220.4230.4250.4260.4280.4290.4310.4320.4330.4350.4360.4380.4390.4400.4420.4430.4440.4450.4470.4480.4490.450

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