TCL Command VALUE

Inhalt

Index

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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