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Input | Description |
Load Multiplier | A load factor used on all self-weight loading for the given analysis stage. |
Downward Face | Specifies which face of the member, as shown on the concrete extents tab, is downward facing. This option can be used for members like such as spandrels which are often cast on their side. |
Concrete Strength | Specifies if the analysis should use the initial concrete properties (fci fci and EciEci) or the final concrete properties (fc fc and EcEc). |
Stress Limits | Sets the stress limits to be either the transfer stress limits or to use the final in-place serviceability checks. |
Pick Points | Set Sets the analysis to use a 2-point or a 4-point pick. The 4-point pick analysis uses a rolling block analysis to couple the first two reactions together and the last two reactions together. |
Lift Locations | Defines the lifters lifting locations as measured from the specified end of the member. Lateral locations of the lifters are ignored. |