Features of 3D analysis and chasedown analysis
The following table compares the features of the three analysis types that can be used to generate sets of forces suitable for static design.
Note: In the table the term '3D Analysis' refers to any of 1st-order linear, 1st order
non-linear, 2nd order linear, 2nd order non-linear analysis types.
Feature | 3D Analysis | Grillage Chasedown | FE Chasedown |
---|---|---|---|
Examples / When useful? | Gravity and Lateral analysis (Notional/Wind/Seismic) | “Beam & Slab” buildings | Flat slab and “Beam & Slab” buildings |
Special Features |
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Benefits |
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Member design based on traditional sub frame is considered simultaneously with that for 3D Analysis |
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Analysis Model |
3D model of entire building:
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series of 3D sub models:
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series of 3D sub models:
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Analysis Method | Whole model in one pass | Each sub model sequentially from top to bottom – chasing member loads down | Each sub model sequentially from top to bottom – chasing member loads down |
Analysis Type |
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First order | First order |
Supports | External supports as defined by the user | Ends of members above/below each sub model are automatically supported | Ends of members above/below each sub model are automatically supported |
Loading | Gravity and Lateral Loads | Gravity Loads only | Gravity Loads only |
Forces for design | |||
RC Slab | Yes– All Combs | No forces | Yes – All Gravity loadcases |
RC Beam | Yes– All Combs | Yes – All Gravity loadcases | Optional – All Gravity loadcases |
RC Column | Yes– All Combs | Yes – All Gravity loadcases | Optional – All Gravity loadcases |
RC Wall | Yes– All Combs | Yes – All Gravity loadcases | Optional – All Gravity loadcases |
Steel/Composite Members | Yes – All Combs except patterns | Not required | Not required |
Timber Members (via Tedds) | Yes | Yes | Yes |
Foundation design | Yes – All Combs except patterns | Yes – All Gravity loadcases | Yes – All Gravity loadcases |