CompressiveStrength

- V1.1

Active

Property attributes in the data dictionary, per EN ISO 23386

GUID 0e822e6a69774d4bbd0f5801a13e6017
URI https://pdts.pt/uri/0.1/prop/ResistenciaACompressao
Version: https://pdts.pt/uri/0.1/prop/ResistenciaACompressao/v1
Name Compressive strength
Name (code form) CompressiveStrength
Definition The compressive strength of the element
Units N/mm2
Visual representation
Status Active
Reference document n/a
Date of creation 2023-05-15
Date of activation 2023-05-15
Date of last change 2023-05-15
Date of revision 2023-05-15
Date of version 2023-05-15
Version 1
Revision 1
Replaced properties
Replacing properties
Relation to other data dictionaries
Creator’s language pt-PT
Country of use PT
Country of origin PT
Physical quantity Newton per square millimeter | 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

This property appears in:

Data template Property description
Mineral wool V1.1 Compressive stress at 10% deformation, or the compressive strength shall be determined in accordance with EN 826. Ex. CS (10\Y) 70 - 100 Kpa
Mineral wool board V2.1 Compressive stress at 10% deformation, or the compressive strength shall be determined in accordance with EN 826. Ex. CS (10\Y) 70 - 100 Kpa
precast concrete beam V1.1 The compressive strength of the beam at 28 days as per NP EN 1992-1. ex. 50
Borehole V1.1 Compressive strength of the soil. Ex. [Sample depth, result in Mpa]; [Sample depth, result in Mpa]
Clay brick V1.1 Declared value, in N/mm2
Tunnel lining V1.1 Characteristic compressive strength of masonry
Fibre-reinforced shotcrete layer V1.1 Target compressive strength of the mix
Sleeper V1.1 The compressive strength of the element as per NP EN 1992-1. ex. 50
Tunnel lining V1.1 The compressive strength as per NP EN 1992-1. ex. 50
Mineral wool board V3.1 Compressive stress at 10% deformation, or the compressive strength shall be determined in accordance with EN 826. Ex. CS (10\Y) 70 - 100 Kpa
Clay brick V2.1 Declared value, in N/mm2
Borehole V1.2 Compressive strength of the soil. Ex. [Sample depth, result in Mpa]; [Sample depth, result in Mpa]
Flexible pavement V1.1 Target compressive strength of the mix
Cement V1.0 The compressive strength of the element
Building Lime V1.0 The compressive strength of the element