| Key
Features: |
 |
Conforms to ACI 318-05,
ACI 318-02, ACI 318-99, IBC 2000, and IBC 2003. |
|
English and Metric units.
|
|
Quick input and instantaneous
exact solution. |
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Column section may be
rectangular, round, or L-shaped. |
|
Column may be interior,
edge, or corner to model discontinuous edge conditions. |
|
Up to 8 rectangular
or round slab openings may be placed near the column. |
|
Critical shear section
is analyzed for a vertical reaction combined with biaxial unbalanced
moments. |
| |
Considers
the eccentricity of the column centroid and the centroid of the critical
section. |
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Detailed output of the shear stress around the critical section. |
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Graphical display of column, slab edges and openings, and critical
section. |
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User-defined default input data and color settings. |
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Ability to enter formulas in all edit boxes. |
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Copy text and graphics to the Windows clipboard. |
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Input Wizard to simplify the input process. |
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Link to Render
to display a 3D rendering of the shear stress distribution. |
