

Software Features
SLABS |
R/C Building 2009 |
PT3D |
R/C COLUMN |
|
| One floor only | X |
X |
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| Complete building, 3D, up to 70 levels | X |
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| Auto two-way slab action | X |
X |
X |
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| Gemetry Lines Editing (polylines) | X |
X |
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| 4-node slab panels | X |
X |
X |
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| Auto meshing | X |
X |
X |
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| Reactions: static analysis | X |
X |
X |
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| Reactions: area method | X |
X |
X |
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| Reactions: construction Stages | X |
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| Colum shortening | X |
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| Cracked / Effective Section Properties | X |
X |
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| Global Stiffness Factors | X |
X |
X |
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| Long term Deflections: Kcs factor | X |
X |
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| Long term Deflections: Advanced, EC2 | X |
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| Slab Design, reinforcement | X |
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| Steel bars in arbitrary direction | X |
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| Beam Design (narrow) | X |
X |
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| Band Beam Design (wide) | X |
X |
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| Column Steel Design, be-axial | X |
X |
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| Colum slenderness | X |
X |
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| Column Interaction Diagram | X |
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| Concrete Walls Steel Design | X |
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| Masonry Walls Design | X |
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| In-plane slab stresses | X |
X |
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| PT Design (post-tensioned) | X |
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| Tendons in arbitrary direction | X |
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| Curved tendons (in-plane) | X |
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| Tendon losses, short and long term | X |
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| Punching Shear Check / Design | X |
X |
X |
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| Joints / corbels | X |
X |
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| Wall / Deep Beams Stresses | X |
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| Wall / Deep Beams Steel Design | X |
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| Lift Cores Stress Resuls | X |
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| Lift Cores Combined Actions | X |
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| Shear in vertical wall joints (panels) | X |
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| Lateral Load Analysis | X |
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| Eartquake Force, static and dynamic | X |
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| Wind Forces Calculator | X |
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| Inter-storey drift assement | X |
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| Frequency analysis | X |
X |
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| 2nd Order Analysis | X |
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| Spectral analysis | X |
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| Spectal curvers editor | X |
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| Inclined columns | X |
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| Cross braciong (steel) | X |
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| Slabs on ground, Winkler method | X |
X |
X |
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| Soil-structure-interaction | X |
X |
X |
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| Soil pressure results | X |
X |
X |
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| Piles | X |
X |
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| Check Structure | X |
X |
X |
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| CAD import, DWG and DXF files | X |
X |
X |
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| CAD export via DXF files | X |
X |
X |
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| REVIT Export / Import | X |
X |
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| 3D View, Open GL | X |
X |
X |
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| Reports | X |
X |
X |
X |