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Att

AttElement


AttElementFrame

Elem

Karamba


Loads


Loads Assign


Modify

Solver

Verify

Concrete Design ACI318

Concrete Fram Design ACI318

Inputs

Name	ID	Description	Type
Version	V	Version(0=ACI318_14 1=ACI318_11 2=ACI318_08_IBC2009 3=ACI318_19)	Integer
No Interaction Curves	IC	Number of interaction curves. Value >= 4 and divisible by 4	Integer
No Interaction Points	IP	Number of interaction Points. Value >= 5 and odd	Integer
Consider Min Ecc	E	Consider Minimum Eccentricity	Boolean
DesignForBCCapacityRatio	BC	Design For BC Capacity Ratio	Boolean
Seismic Design Cat	S	Seismic Design Category:(0=A 1=B 2=C 3=D 4=E 5=F)	Integer
Design System Omega0	O	Design System Omega0	Number
Design System Rho	R	Design System Rho	Number
Design System Sds	S	Design System Rho	Number
ICC_ESR 2017	E	Consider ICC_ESR 2017	Boolean
Phi Tension Controlled	T	Phi tension controlled value	Number
Phi Comp Control Tied	CT	Phi compression controlled tied value	Number
Phi Comp Control Spiral	CS	Phi compression controlled spiral value	Number
Phi Shear Torsion	S	Phi shear and/or torsion value	Number
Phi Shear Seismic	SS	Phi shear seismic	Number
Phi Joint Shear	JS	Phi joint shear	Number
Pattern LL Factor	P	Pattern Live Load Factor	Number
Utilization Factor Limit	U	Utilization Factor Limit	Number
MultiResponse	MR	MultiResponse(0=Envelopes 1=StepByStep 2=LastStep 3=EnvelopesAll 4=StepByStepAll)	Integer
DesignOverWrites	O	Design Over Writes	Generic Data

Outputs

Name	ID	Description	Type
Design Code	D	Concrete Design Code ACI318 2	Generic Data