ColumnBaseplateConnection Class |
Variables definition:

Namespace: SteelConnectionsEC3
The ColumnBaseplateConnection type exposes the following members.
| Name | Description | |
|---|---|---|
| ColumnBaseplateConnection | Initializes a new instance of the ColumnBaseplateConnection class |
| Name | Description | |
|---|---|---|
| Calculate | ||
| GetInputWarnings |
Returns an object that represents the input warnings of the connection
|
| Name | Description | |
|---|---|---|
| af |
Concrete footing length
| |
| afl |
Weld thickness between column flange and baseplate
| |
| ast_col |
Weld thickness between stiffeners and column, if stiffeners used
| |
| ast_pl |
Weld thickness between stiffeners and baseplate, if stiffeners used
| |
| aw |
Weld thickness between column web and baseplate
| |
| bf |
Concrete footing width
| |
| c1 |
Distances for the placement of baseplate on footing
| |
| c2 | ||
| Column |
Column object
| |
| ColumnSteel |
Column steel grade
| |
| Ec |
Concrete elasticity modulus in kN/mm^2
| |
| fck |
Characteristic concrete strength in kN/mm^2
| |
| fgk |
Characteristic grout strength
| |
| grout_t |
Grout thickness
| |
| hf |
Concrete footing height
| |
| hst |
Stiffeners height
| |
| LoadCases |
Load cases of the beam
| |
| Plate |
Baseplate object
| |
| Results |
List of results
| |
| tst |
Stiffeners thickness
| |
| UseOfStiffeners |
Trus, if stiffeners are used, otherwise false
|