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UtilizationResults_Beam Class |
compound structure for storing the results of the design calculations according to EC3 for beams
Inheritance HierarchyNamespace: Karamba.Results
Assembly: KarambaCommon (in KarambaCommon.dll) Version: 1.0.0.0 (1.0.0.0)
SyntaxThe UtilizationResults_Beam type exposes the following members.
Constructors| Name | Description | |
|---|---|---|
 | UtilizationResults_Beam | Initializes a new instance of the UtilizationResults_Beam class |
Methods| Name | Description | |
|---|---|---|
| addDefault |
add a default entry
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| addItems |
add an item to the utilization of beams results
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| Equals | Determines whether the specified object is equal to the current object. (Inherited from Object.) |
 | Finalize | Allows an object to try to free resources and perform other cleanup operations before it is reclaimed by garbage collection. (Inherited from Object.) |
| GetHashCode | Serves as the default hash function. (Inherited from Object.) |
| GetType | Gets the Type of the current instance. (Inherited from Object.) |
| MemberwiseClone | Creates a shallow copy of the current Object. (Inherited from Object.) |
| ToString | Returns a string that represents the current object. (Inherited from Object.) |
Fields| Name | Description | |
|---|---|---|
 | details | intermediate values of the formulas used for checking the cross section |
| sig_max | maximum stress |
| sig_min | minimum stress |
| tau_max | maximum shear stress |
| util | overall utilization |
| util_Mt | utilization with regards to the torsional moment Mt |
| util_My | utilization with regards to the bending moment My |
| util_Mz | utilization with regards to the bending moment Mz |
| util_N | utilization with regards to the normal force |
| util_Vy | utilization with regards to the shear force Vy |
| util_Vz | utilization with regards to the shear force Vz |
See Also