Model Inputs
Loads
Positive loads act downward.
Partial linear distributed loads
| x1 (ft) | x2 (ft) | q1 (kip/ft) | q2 (kip/ft) |
|---|
Concentrated loads
| x (ft) | P (kip) |
|---|
Results
—
Min deflection (in)
—
Max reaction (kip/ft)
—
Max |V| (kip)
—
Max |M| (kip·ft)
Loading Diagram
30.0 ft
Shear Diagram (kip)
Moment Diagram (kip-ft)
Deflection (inch)
Subgrade Reaction (kip/ft)