opd.out

桥梁结构分析的程序

                    RESULTS OF REINFORCEMENT DESIGN


                        TOP-REBAR     BOT-REBAR     TOP-TENDOM    BOT-TENDOM
  SEC.  ELEM.  POSI.     AREA(m*m)     AREA(m*m)     AREA(m*m)     AREA(m*m)
                          NUMBERS       NUMBERS       NUMBERS       NUMBERS 
 
   1      1     0      0.0000E+00    0.0000E+00    3.5435E-19    0.0000E+00
                             .000          .000          .000          .000

   2      2     0      0.0000E+00    0.0000E+00    4.1992E-05    4.4351E-04
                             .000          .000          .294         3.101

   3      3     0      0.0000E+00    0.0000E+00    7.9167E-05    8.3937E-04
                             .000          .000          .554         5.870

   4      4     0      0.0000E+00    0.0000E+00    1.1159E-04    1.1875E-03
                             .000          .000          .780         8.304

   5      5     0      0.0000E+00    0.0000E+00    1.3925E-04    1.4879E-03
                             .000          .000          .974        10.405

   6      6     0      0.0000E+00    0.0000E+00    1.6207E-04    1.7406E-03
                             .000          .000         1.133        12.172

   7      7     0      0.0000E+00    0.0000E+00    1.8154E-04    1.9495E-03
                             .000          .000         1.270        13.633

   8      8     0      0.0000E+00    0.0000E+00    1.9966E-04    2.1204E-03
                             .000          .000         1.396        14.828

   9      9     0      0.0000E+00    0.0000E+00    2.1291E-04    2.2434E-03
                             .000          .000         1.489        15.688

  10     10     0      0.0000E+00    0.0000E+00    2.1805E-04    2.3092E-03
                             .000          .000         1.525        16.148

  11     11     0      0.0000E+00    0.0000E+00    2.1839E-04    2.3272E-03
                             .000          .000         1.527        16.274

  12     12     0      0.0000E+00    0.0000E+00    2.1395E-04    2.2976E-03
                             .000          .000         1.496        16.067

  13     13     0      0.0000E+00    0.0000E+00    2.0746E-04    2.2279E-03
                             .000          .000         1.451        15.580

  14     14     0      0.0000E+00    0.0000E+00    1.9827E-04    2.1164E-03
                             .000          .000         1.386        14.800

  15     15     0      0.0000E+00    0.0000E+00    1.8425E-04    1.9572E-03
                             .000          .000         1.288        13.687

  16     16     0      0.0000E+00    0.0000E+00    1.6548E-04    1.7502E-03
                             .000          .000         1.157        12.239

  17     17     0      0.0000E+00    0.0000E+00    1.4199E-04    1.4957E-03
                             .000          .000          .993        10.459

  18     18     0      0.0000E+00    0.0000E+00    1.1020E-04    1.1835E-03
                             .000          .000          .771         8.277

  19     19     0      0.0000E+00    0.0000E+00    7.7801E-05    8.3548E-04
                             .000          .000          .544         5.843

  20     20     0      0.0000E+00    0.0000E+00    4.1312E-05    4.4157E-04
                             .000          .000          .289         3.088

  21     21     0      0.0000E+00    0.0000E+00    0.0000E+00    5.0221E-19
                             .000          .000          .000          .000