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- / All characters after '/' are ignored.
- / Blank lines are ignored.
- / Section headings are not case sensitive.
- / Consistent units must be used.
- / Each section may have up to 100 entries.
- / Fields are all 10 long (1-10,11-20,21-30,etc).
- / Member Properties must be in X order and start with 0.0.
- / Do not use tabs in this file.
-
- / Simple Span Beam Example
- / Pin at left end - pin at right end
- / E = 100 ksi I = 1 in ^ 4
- / Beam length = 20 inches
- / One point load of 1 kip down at mid-span
-
- Member Properties
- / X EI Disp Rotation V Spring R Spring
- 0.0 100 0.0 / Pin
- 20.0 0.0 / Pin
-
- Point Loads
- / X PLoad Moment
- 10.0 -1.0 / Point Load (Down)
-
- Uniform Loads
- / XStart XEnd UStart UEnd
-