These results are entered using routines DIBLH and DIBLR. For each element, routine DIBLH is first called to indicate the element number, element type, and the type and number of loads acting upon it. Routines DIBL1, DIBL2, DIBL3, and DIBL4 are then called repeatedly as required to enter loads of the following types:

1. Point Forces

2. Distributed Forces (Trapezoidal Distribution).

3. Point Bending Moments.

4. Distributed Bending Moments (Trapezoidal Distribution).

When an element has more than one load type acting upon it, the loads for each load type must be entered in the order shown above.