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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.
-
- / Cantilever Beam Example
- / Fixed at left end - free at right end
- / E = 29000 ksi I = 100 in ^ 4
- / Beam length = 120 inches
- / One point load of 10 kips down at right end
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- Member Properties
- / X EI Disp Rotation V Spring R Spring
- 0.0 2900000 0.0 0.0 / Fixed E = 29000 I = 100
- 120.0 / Free Length = 120
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- Point Loads
- / X PLoad Moment
- 120.0 -10.0 / Point Load (Down)
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- Uniform Loads
- / XStart XEnd UStart UEnd
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