G-M法打印版表格推荐下载.xlsx

G-M法打印版表格推荐下载.xlsx

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G-M法K1、k0计算列表系数梁位荷载位置校核B3B/4B/2B/4o（-B/4）（-B/2）（-3B/4）（-B）K1o0.870.931.021.091.131.091.020.930.878.08B/41.081.121.161.181.080.980.820.710.647.91B/21.401.361.311.180.990.830.700.590.507.913B/41.821.611.401.150.920.770.600.510.418.08B2.411.881.421.080.820.630.500.380.348.09k0o0.460.781.021.291.411.291.020.780.468.05B/41.321.381.401.421.250.980.630.28-0.937.54B/22.252.091.891.501.020.600.19-0.78-0.427.433B/43.422.882.081.380.660.29-0.28-0.41-0.917.86B3.823.532.231.240.41-0.10-0.52-0.86-1.247.221号梁横向影响线坐标值列表计算梁号算式B3B/4B/2B/4o（-B/4）（-B/2）（-3B/4）（-B）1号梁K11.9381.6641.4041.1360.9000.7420.5800.4840.396k03.5003.0102.1101.3520.6100.212-0.328-0.500-0.976K1-k0-1.562-1.346-0.706-0.2160.2900.5300.9080.9841.372（K1-K0）a-0.264-0.228-0.120-0.0370.0490.0900.1540.1670.232K3.2362.7821.9901.3150.6590.302-0.174-0.333-0.7441i0.6470.5560.3980.2630.1320.060-0.035-0.067-0.1492号梁横向影响线坐标值列表计算梁号算式B3B/4B/2B/4o（-B/4）（-B/2）（-3B/4）（-B）2号梁k11.2721.2641.2501.1801.0260.8900.7480.6380.556k01.8781.8061.6941.4681.1120.7520.366-0.356-0.624K1-k0-0.606-0.542-0.444-0.288-0.0860.1380.3820.9941.180（K1-K0）a-0.103-0.092-0.075-0.049-0.0150.0230.0650.1680.200K1.7751.7141.6191.4191.0970.7750.431-0.188-0.4242i0.3550.3430.3240.2840.2190.1550.086-0.038-0.0853号梁横向影响线坐标值列表计算梁号算式B3B/4B/2B/4o（-B/4）（-B/2）（-3B/4）（-B）3号梁K10.8700.9301.0201.0901.1301.0901.0200.9300.870K00.4600.7801.0201.2901.4101.2901.0200.7800.460K1-K00.4100.1500.000-0.200-0.280-0.2000.0000.1500.410（K1-K0）a0.0690.0250.000-0.034-0.047-0.0340.0000.0250.069K0.5290.8051.0201.2561.3631.2561.0200.8050.5293i0.1060.1610.2040.2510.2730.2510.2040.1610.106