This list gives a very detailed presentation of the member forces and member deflections at small increments along the member length.
Note that the Member Deflections provided in this list are reported relative to the straight-line chord drawn between the deflected position of the two end nodes of the member. In other words, these Member Deflections will ALWAYS report a value of zero at both ends of all members.
The list is a tree with two sub-levels:
| • | The main level allows a choice of the load combination. |
| • | The next level down offers the choice of which member to observe. |
Click on the [+] icons to expand the list to show more details. Click on the [-] icon will compress the level.
