Output

The following listing shows the output of member forces. Of course, there is a rough and ready and totally inadequate check: member forces in load case three is the sum of member forces for load case 1 and load case 2.

   Member stress resultants:
 Member   LC       Axial        Shear       B.M. 1       B.M. 2
    1     1      18.8615      -9.7905     -27.2067      21.7458
    1     2       8.3645     -14.4810     -40.0189      32.3859
    1     3      27.2260     -24.2715     -67.2255      54.1318
    2     1     -34.6238       8.3405      21.7458     -31.0043
    2     2      11.0928      12.5145      32.3859     -46.7630
    2     3     -23.5310      20.8551      54.1318     -77.7673
    3     1     -18.8615     -30.2095     -59.6242      31.0043
    3     2      -8.3645     -45.5190     -89.7941      46.7630
    3     3     -27.2260     -75.7285    -149.4183      77.7673