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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.
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- / Multiple Span Example
- / Fixed at left end - Pin at right end
- / Pin at 96 inches. Pin at 252 inches.
- / E = 29000 ksi I = 170 in ^ 4
- / Beam length = 360 inches
- / One point load of 16.2 kips down at 48 inches
- / One point load of 12.3 kips down at 301 inches
- / One uniform load on center span of 1.2 kips / inch down
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- Member Properties
- / X EI Disp Rotation V Spring R Spring
- 0.0 4930000 0.0 0.0 / Fixed W10x30 E = 29000 Ix = 170
- 96.0 0.0 / Pin
- 252.0 0.0 / Pin
- 360.0 0.0 / Pin Length = 30 ft
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- Point Loads
- / X PLoad Moment
- 48.0 -16.2 / Point Load (Down)
- 301.0 -12.3 / Point Load (Down)
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- Uniform Loads
- / XStart XEnd UStart UEnd
- 96.0 252.0 -1.2 -1.2 / Uniform Load (Down)
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