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6米板计算

2022-06-26 来源:客趣旅游网
板计算截面作跨径(米)斜度(度)0°615°30°板号中板边板中板边板中板边板计算跨径(米)5.75.75.695.695.665.66计算跨径(米)5.75.75.695.695.665.66计算板高(毫米)370370370370370370计算板高(毫米)370370370370370370跨中M (kN m).G1K43.3350.0843.1849.942.7349.37永久作用L

M (kN m).G2KM (kN m).G1K16.7314.7816.6714.7316.514.5832.537.5632.3937.4232.0537.03汽车荷载支点V (kN)Q1K跨径(米)斜度(度)板号跨中M (kN m).Q1K0°615°30°中板边板中板边板中板边板67.7268.6465.866.8961.4263.95不计冲击力L/4M (kN m).Q1K50.751.3949.5650.3745.8847.7789.939087.988.2482.1784.48久作用L/4M (kN m).G2K12.5511.0912.5111.0512.3710.93车荷载跨中M (kN m).Q1K98.1999.5395.419789.0792.72支点V (kN)G1K30.4135.1430.3635.0830.234.89计冲击力L/4M (kN m).Q1KV (kN)G2K11.7410.3711.7210.3611.6610.373.5274.5271.8573.0566.5269.27支点V (kN)Q1K130.4130.5127.46127.95119.14122.49

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