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Att

AttElement

AttElementFrame

Attributes

Elem

Karamba

Loads

Loads Assign


Modify

Solver

Verify

Decompose Result Set Conc Column Design Summary

Decompose Concrete Column Design Utilisation Summary Set Results

Inputs

Name	ID	Description	Type
Result Set	R	Utilization Set Results of 1d Concrete Column Elements	Generic Data

Outputs

Name	ID	Description	Type
Element IDs	I	Element IDs	Integer
Check or Design	O	This is an array that indicates the design option for each frame object: Check or Design	Text
Location	L	This is an array that includes the distance from the I-end of the frame object to the location where the results are reported. [L]	Number
PMM Combo	PC	This is an array that includes the name of the design combination for which the controlling PMM ratio or rebar area occurs. A combination name followed by (Sp) indicates that the design loads were obtained by applying special, code-specific multipliers to all or part of the specified design load combination, or that the design was based on the capacity of other objects (or other design locations for the same object).	Text
PMM Area	PA	This is an array that includes the total longitudinal rebar area required for the axial force plus biaxial moment (PMM) design at the specified location. [L2] This item applies only when MyOption = Design).	Number
PMM Ratio	RR	This is an array that includes the axial force plus biaxial moment (PMM) stress ratio at the specified location. This item applies only when MyOption = Check.	Number
VMajor Combo	VMC	This is an array that includes the name of the design combination for which the controlling major shear occurs.	Text
VMajor Area	VMA	This is an array that includes the required area of transverse shear reinforcing per unit length along the frame object for major shear at the specified location. [L2/L]	Number
VMinor Combo	VmC	This is an array that includes the name of the design combination for which the controlling minor shear occurs.	Text
VMinor Area	VmA	This is an array that includes the required area of transverse shear reinforcing per unit length along the frame object for minor shear at the specified location. [L2/L]	Number
Error Summary	Ë	includes the design error messages for the frame object	Text
Error Warning	W	includes the design warning messages for the frame object	Text