ReleaseStrength

Property attributes in the data dictionary, per EN ISO 23386

GUID	e95772face954fdbbf3824e4a16ac509
URI	https://pdts.pt/uri/0.1/prop/ResistenciaParaLiberacao Version: https://pdts.pt/uri/0.1/prop/ResistenciaParaLiberacao/v1
Name	Release strength
Name (code form)	ReleaseStrength
Definition	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa
Units	MPa
Visual representation
Status	Active
Reference document	n/a
Date of creation	2024-12-02
Date of activation	2024-12-02
Date of last change	2024-12-02
Date of revision	2024-12-02
Date of version	2024-12-02
Version	1
Revision	1
Replaced properties
Replacing properties
Relation to other data dictionaries	(https://identifier.buildingsmart.org/uri/buildingsmart/ifc/4.3/prop/ReleaseStrength, bsdd.buildingsmart.org)
Creator’s language	pt-PT
Country of use	PT
Country of origin	PT
Physical quantity	Mega Pascal | en.EN
Dimension
Data type	String
Dynamic property	FALSE
Parameters of the dynamic property
Names of the defining values
Defining values
Tolerance
Digital format
Text format	(UTF-8, 32)
List of possible values in language n
Boundary values
Deprecation explanation
Deprecation date

Data template	Property description
Ramp V1.1	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa
Column V1.1	The minimum required compressive strength of the concrete when the tendon stress is released.Ex. 25 MPa
Slab V1.1	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa
Ramp flight V1.1	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa
Footing V1.1	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa
Stair V1.1	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa
Wall V1.1	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa
Stair flight V1.1	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa
Member V1.1	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa
Chimney V1.1	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa
Plate V1.1	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa
Pile V1.1	The minimum required compressive strength of the concrete when the tendon stress is released. This ensures that the concrete has achieved sufficient strength to bear the load after the pre-stressing forces are removed. Ex. 30 Mpa