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Att

Elem

Karamba

Loads


LoadsBridge

Solver


Verify

Concrete Slab Property Calc Options

Concrete Slab Property Calculation Options

Inputs

Name	ID	Description	Type
Solution Method	M	Solution Method (0=FAST 1=RIGOROUS)	Integer
Enforce Rig Cutoff %	R	Enforce rigourous method when bar area exceeds this percentage	Number
Override Min Ecc	Oe	Override Code Minimum Eccentricity	Boolean
User Min Ecc	Ue	User defined Min eccentricity. Only taken into account if Override Code value is set to true	Number
Additional Ecc	Ae	Additional eccentricity.	Number
Two Way Modifier	S	Two-Way spanning modifier. 0 for one-way spanning. 0.5 to 1 for two-way spanning	Number
Override (x/d)max	O	Override Code(x/d)max	Boolean
User (x/d)max	U	User defined (x/d)max. Only taken into account if Override Code value is set to true	Number
Override Strain Lim	O	Override Code design strain limit	Boolean
User Strain Lim	U	User defined design strain limit. Only taken into account if Override Code value is set to true	Number
Override Crack Rot Lim	O	Override Code design strain limit	Boolean
User Crack Rot Lim	U	User defined design crack rotation limit. Only taken into account if Override Code value is set to true	Number
Axial Str Red Factor	SF	Strength reduction factor for axial compression (ASSHTO, ACI & Australia codes)	Number
Comb Str Red Factor	CF	Strength reduction factor for axial tension and bending (ASSHTO, ACI & Australia codes)	Number

Outputs

Name	ID	Description	Type
Slab Prop Atts	A	Attributes of Concrete Slab Design Property	Generic Data