示例铰接板B260

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1、示例1：铰接板B1260铰接板，《公路桥梁荷载横向分布计算》P.12输入的原始计算数据：计算跨径＝12.60主梁宽度＝1.00车行道宽＝7.00人行道宽＝0.000.00车道数目＝2主梁数目＝8,主梁之间铰接主梁截面类型＝1截面抗弯惯矩截面抗扭惯矩桥面板抗弯惯矩桥面板悬臂长度0.1391E-010.2370E-010.0000E+000.0000E+00横向分布影响线No.10.2598E+000.2437E+000.2277E+000.1998E+000.1720E+000.1516E+000.1312E+000.1165E+000.1018

2、E+000.9148E-010.8119E-010.7441E-010.6764E-010.6379E-010.5995E-010.5870E-010.5746E-01No.20.1956E+000.1998E+000.2041E+000.1955E+000.1869E+000.1647E+000.1426E+000.1266E+000.1106E+000.9941E-010.8823E-010.8086E-010.7350E-010.6932E-010.6515E-010.6379E-010.6244E-01No.30.1484E+000.1

3、516E+000.1548E+000.1647E+000.1747E+000.1705E+000.1663E+000.1477E+000.1290E+000.1160E+000.1029E+000.9432E-010.8574E-010.8086E-010.7599E-010.7441E-010.7283E-01No.40.1140E+000.1165E+000.1190E+000.1266E+000.1342E+000.1477E+000.1611E+000.1599E+000.1586E+000.1426E+000.1265E+000.11

4、60E+000.1054E+000.9941E-010.9342E-010.9148E-010.8954E-01No.50.8954E-010.9148E-010.9342E-010.9941E-010.1054E+000.1160E+000.1265E+000.1426E+000.1586E+000.1599E+000.1611E+000.1477E+000.1342E+000.1266E+000.1190E+000.1165E+000.1140E+00No.60.7283E-010.7441E-010.7599E-010.8086E-010

5、.8574E-010.9432E-010.1029E+000.1160E+000.1290E+000.1477E+000.1663E+000.1705E+000.1747E+000.1647E+000.1548E+000.1516E+000.1484E+00No.70.6244E-010.6379E-010.6515E-010.6932E-010.7350E-010.8086E-010.8823E-010.9941E-010.1106E+000.1266E+000.1426E+000.1647E+000.1869E+000.1955E+000.

6、2041E+000.1998E+000.1956E+00No.80.5746E-010.5870E-010.5995E-010.6379E-010.6764E-010.7441E-010.8119E-010.9148E-010.1018E+000.1165E+000.1312E+000.1516E+000.1720E+000.1998E+000.2277E+000.2437E+000.2598E+00横向分布影响线横坐标X=0.0000E+000.5000E+000.1000E+010.1500E+010.2000E+010.2500E+010

7、.3000E+010.3500E+010.4000E+010.4500E+010.5000E+010.5500E+010.6000E+010.6500E+010.7000E+010.7500E+010.8000E+01跨中横向分布系数:梁号人群公路桥梁城市桥梁I=10.00000.26840.2618I=20.00000.27000.2650I=30.00000.26820.2666I=40.00000.26840.2678I=50.00000.26840.2678I=60.00000.26820.2666I=70.00000.27000.26

8、50I=80.00000.26840.2618支点横向分布系数:梁号人群公路桥梁城市桥梁I=10.00000.25000.2000I=20.00000