Syntax
VALUE code name value format info
VALUE DOUBLE name value usymbol format info
VALUE BOOL name value usymbol format info
VALUE INT name value usymbol format info
VALUE TEXT name value usymbol format info
Description
An internal, known characteristic value is identified by its code as the first argument and the dimension is predefined. A user-defined characteristic value is not taken into account in the calculation, but can be managed in the project.
Arguments
Minimum quantity: 4
Predefined parameters
code |
Dimension of the value |
Meaning |
EMODUL |
EMOD |
Modulus of elasticity |
GMODUL |
EMOD |
Shear modulus |
POISSON |
DOUBLE |
Poisson’s ratio |
ALPHAT |
1/TEMP |
Coefficient of thermal expansion (unit is derived from temperature) |
GAMMA |
GAMMA |
Specific weight |
SIGPMAX |
STRESS |
Maximum stress in tendon |
FCK |
STRESS |
Concrete cylinder strength, 28 days |
FCM |
STRESS |
Average compressive strength, 28 days |
CEMENTCLASS |
DOUBLE |
Class of cement hardening (1.0-3.0) |
FPK |
STRESS |
Characteristic tensile strength |
RELAXCLASS |
INT |
Steel relaxation class |
FYK |
STRESS |
Characteristic yield strength |
CAGGREGATE |
ENUM |
Concrete aggregate class ("NONE", L"QUARTZITE", L"LIMESTONE", L"SANDSTONE", L"BASALT") |
GSILICATE |
GAMMA |
Specific gravity of silica dust |
GCEMENT |
GAMMA |
Specific gravity of the cement component |
REINFCLASS |
ENUM |
Class of the reinforcement steel ("NONE", L"CLASSA", L"CLASSB", L"CLASSC") |
FP01K |
STRESS |
Characteristic stress limit |
EPS_UD |
DOUBLE |
Design limit of the strain |
EPS_UK |
DOUBLE |
Characteristic strain at maximum load |
FCTM |
STRESS |
Average tensile strength, 28 days |
BARSURF |
ENUM |
Stirrup surface ("NONE", L"SMOOTH", L"RIBBED") |
DIA |
LSTRUCTD |
Diameter |
SURFCHAR |
ENUM |
Surface characteristics ("NONE", L"PLAIN", L"INDENTED", L"RIBBED") |
NWIRES |
INT |
Number of strands |
PSTYPE |
ENUM |
Type of pre-stress steel ("NONE", L"WIRE", L"STRAND", L"BAR") |
FCUK |
STRESS |
Cubic compressive strength of concrete after 28 days, with 95% reliability |
TENSCLASS |
ENUM |
Classification of the stressing method ("NONE", L"ONETIME", L"SUPER") |
CURING |
ENUM |
Curing method for Korean KBDC(1-2) and AASHTO(3-5), ("NONE", L"WET", L"STEAM", L"AA_STEAM", L"AA_WET", L"AA_SEALED") |
FCPRIME |
STRESS |
Compressive strength |
FY |
STRESS |
Minimum yield strength |
FPY |
STRESS |
Yield strength |
FPU |
STRESS |
Specific tensile strength |
EPS_PU |
DOUBLE |
Failure strain in tension |
EPS_TL |
DOUBLE |
Tension controlled yield strength |
EPS_CL |
DOUBLE |
Compression controlled yield point |
FR |
STRESS |
Fracture resistance |
EPS_CU |
DOUBLE |
Failure strain in tension |
FT |
STRESS |
Direct tensile strength |
AGS |
LSMALL |
Aggregate size |
DB |
LSMALL |
Nominal diameter |
AP |
ASTRAND |
Area of one strand |
CEMENTTYPE |
ENUM |
Speed of cement hardening with effects on the development of strength over time ("NONE", L"NORMAL", L"RESERVED", L"HIGH") |
Argument |
Dimension |
Meaning |
name |
TEXT |
Name of the parameter |
value |
according to above table |
Value |
usymbol |
TEXT |
Unit symbol (only for user-defined paramaeters) |
format |
TEXT |
Format (C++) for use with outputs |
info |
TEXT |
Descriptive text |
Scopes
MATERIAL/VALUES
Examples
VALUE SIGPMAX "Sig-pm0" 1292 "\%0.0lf" ""
Definition of the maximum stress
VALUE EPS_UD "eps_ud" 0.028 "\%0.3lf" ""
Definition of the design limit of strain
VALUE CEMENTTYPE "Cement Type" NORMAL "" ""
Definition of the concrete type
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