Translated from Italian to English - www.onlinedoctranslator.com
Document type: Technical specifications
Information management plan of BIM projects
Issued by: TO.IE
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
Issuing date
10/11/2022
Information management plan of BIM projects
Technical specifications
Management
Function
Reference
REDACTED:
TO.IE
Julia Cicone
VERIFIED:
TO.IE
Luca Capozucca
TO.DI.RE
Lucia Tirino
APPROVED:
No. of attachments:
3
CHANGES LOG
Rev. No.
Description
Date of issue
1.0 F1
First Issue of the document
10/14/2020
2.0 F1
Document review
01/20/2021
3.0 F1
Document review
06/21/2021
4.0 F1
Document revision - compilation of family parameters Annex 2
09/27/2021
5.0 F1
Document review – material library
10/11/2022
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TECHNICAL SPECIFICATIONS
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Document type: Technical specifications
Information management plan of BIM projects
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Version
IE2021-ST-PGI-01
5.0 – F1
Issuing date
10/11/2022
0 Index
0
1
Index................................................. .................................................... .................................................... .... 2
Generality ................................................. .................................................... .............................................. 5
1.1 Introduction ............................................. .................................................... ................................5
1.2 Purpose of the specification ............................................. .................................................... .............5
1.3 Recipients ............................................. .................................................... ...........................5
1.4 Field of application .............................................. .................................................... ..........5
1.5 Technologies ............................................. .................................................... ...........................5
1.6 Structure of the specification............................................. .................................................... .........5
1.7 Performance ............................................. .................................................... ...........................6
2
Standard modeling settings............................................................. .................................................... .... 9
2.1 Use of the INWIT proprietary library ............................................. .................................9
2.2 Modeling settings in Revit ........................................................... ......................................9
2.2.1 Project templates ............................................. .................................................... .......9
2.2.2 Initial view ............................................. .................................................... ...................10
2.2.3 Project information ............................................. .................................................... 10
2.2.4 Georeferencing and project base point................................................ ...................13
2.2.5 Context representation criteria ............................................. ...........................14
2.2.6 Definition of localized areas ............................................. ...........................................15
2.2.7 Management of project phases – Logging of development interventions .............16
2.2.8 Project views and sheets............................................. .................................................... .17
3
Household management ............................................. .................................................... ........................... 21
3.1 Characterization of families ............................................. ............................................21
3.2 Criteria for inclusion of families ............................................. ........................................22
3.3 Filling out the instance parameters............................................. ....................................25
3.4 Using the material library ........................................................... ..........................................25
3.5 Criteria for modeling structures ............................................................. ....................................26
3.6 Criteria for modeling the anchors and defining the reinforcements ...........................28
4
Method of delivery of the project ............................................. .................................................... .......... 30
4.1 Publish Settings............................................................. ...............................................30
4.2 Model cleanup and export to IFC format ............................................. .......................30
4.3 Uploading files to the ATHENA platform ............................................. ......................33
ATTACHMENT 1 ................................................ .................................................... .................................................... 34
Households - Mandatory minimum parameters............................................. .................................................... ........... 34
ANNEX 2 ............................................. .................................................... .................................................... 56
List of Managers.......................................................... .................................................... ........................................... 56
ANNEX 3 ............................................. .................................................... .................................................... 58
Characteristics of the materials ............................................. .................................................... ........................... 58
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Information management plan of BIM projects
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Index of Figures
Figure 1- Inwit template loading ............................................. .................................................... ...9
Figure 2 - Initial view ............................................. .................................................... ........................10
Figure 3 - Initial View Information ............................................. .................................................... ....10
Figure 4 - Project information ............................................. .................................................... ......13
Figure 5 - Site location ............................................. .................................................... ...............14
Figure 6 - Visualization of project base point ............................................. ...................................14
Figure 7 - Visualization of areas located on the plan ............................................. .......................................15
Figure 8 - Visualization of operator color scheme............................................. .................................15
Figure 9 - Tab view of the Project Phases ............................................. .................................16
Figure 10 - Tab view of the Work Phase Filters ............................................. .......................17
Figure 11 - Graphic replacement tab view ............................................. ............................17
Figure 12 - Layout view in the project browser ............................................. .......................19
Figure 13 - Insertion of structural column ............................................. ..........................................22
Figure 14 – Truss construction............................................. .................................................... .........23
Figure 15 - Inserting profiles ............................................. .................................................... ............23
Figure 16 - Entering the families of Data Devices ........................................ .........................24
Figure 17 – Updating families already instantiated ............................................. .................................24
Figure 18 - Typical visualization of project schedules ............................................. .........................25
Figure 19 - Management of the analytical model ............................................. ................................................27
Figure 20 - Setting Publishing Settings ............................................. ..............................30
Figure 21 - Loading the IFC settings file ............................................. ........................................31
Figure 22 – IFC export configuration ............................................. ................................................32
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INFORMATION MANAGEMENT PLAN OF BIM PROJECTS
TECHNICAL SPECIFICATIONS
CHAPTER 1 - GENERALITIES
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Document type: Technical specifications
Information management plan of BIM projects
Issued by: TO.IE
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Issuing date
10/11/2022
1 Generalities
The purpose of this document is to indicate the technical directives relating to the creation from scratch or modification
of BIM projects of radio base stations for telecommunications, providing users with the necessary indications for their
information processing and management.
1.1 Introduction
As part of the digitization of the radio-base stations owned by INWIT SpA, the use of BIM modeling was chosen as
a design and data collection tool for the purpose of a detailed analysis of the assets to provide an efficient and
effective service to the guests of the infrastructures, control all the processes during the life cycle of the structures
and guarantee the concentration in a single document all the information on active and passive useful for the
design and maintenance of the site.
The use of the BIM methodology in defining INWIT radio-base station projects is required for each type of
intervention related to them, whether it is preliminary or executive design, maintenance or structural
checks.
1.2 Purpose of the specification
This specification describes the project management methods in Revit defined by INWIT for the design of new
radio systems or upgrades in radio base stations for owned sites. Compliance with the methods will ensure that,
during the acquisition phase, the design files are successfully acquired by the platform. Otherwise the files will be
rejected and will be returned to the designers.
1.3 Recipients
The regional references of the INWIT SpA departments, and in particular:
▪
▪
the Technology department
the Operation & Maintenance department
INWIT guests and all technical professionals who will collaborate in the design and implementation of the radio base
stations.
1.4 Scope
All rural and city plants owned by INWIT SpA are affected by the application of this specification. All
NEW INWIT SpA sites will be designed in Revit.
For development activities on EXISTING sites, the Supplier checks the availability of the Revit project on the INWIT BIM
platform and, if present, continues with its update using the phase method.
1.5 Technologies
The modeling of the site must comply with the real SRB to which it refers, therefore it is required that, any
intervention, be elaborated on the Autodesk Revit BIM platform, in Italian (ITA), to always be updated to the latest
version on the market.
1.6 Structure of the specification
In order to simplify the reading of this document, the expository structure and the main contents are highlighted.
Chapter 1 - Generalities
In this chapter the purposes of the specification and the performances to be obtained from the modeling are expressed.
Chapter 2 – Modeling standards
This chapter defines the basic settings for managing BIM projects for correct modeling.
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Chapter 3 – Family management
This chapter defines the criteria with which the families were developed, the minimum requirements for compiling the
parameters and the correct use of the components in order to obtain the performance envisaged by chapter 1 of this
specification
Chapter 4 – Methods of delivery of the project
This chapter defines the methods and objects to be deposited during the delivery of the project on the Athena platform.
1.7 Performance
Maximum precision is required in the elaboration of projects. The model created must allow an analysis of the actual
state of the places and reliable static checks.
To achieve the expected performance, the minimum development level required is LOD "D" of the technical
regulation UNI 11337-4 2017, i.e. the elements of the model must be graphically represented as components of a
specific system (the child restraint system in question), objects or sets of objects will have to be defined in terms of
quantity, size, shape, position and orientation and interference with the context. Non-graphical information may
be embedded within model elements. The correct use of the families requires the valorisation of all the mandatory
parameters shown.
Projects will be evaluated on an informational, architectural and structural level. If the check of the information
completeness of the model is not successful, the project will not be able to move on to the subsequent validation steps. It
follows that compliance with the methods for creating and managing the models indicated in this document will
guarantee the correct acquisition of the model by the INWIT BIM platform, otherwise the files will be rejected and will be
returned to the designers.
Maximum precision is required in the representation of the data necessary for the processing of the static verification of the
antenna support structure and specifically:
a) the geometric/mechanical characterization of the main structure, its connections and its anchorages to the
supporting substructure (building frame or foundation plinth). In detail, maximum precision is required in
the definition of dimensions, thickness, material, activation of the analytical model, positioning of the
analytical nodes, for the following structural components:
▪
antenna poles;
▪
Struts;
▪
stays;
▪
Truss rods;
▪
Structural connections in general (correct definition of positioning, thicknesses, bolts,
diameters etc);
▪
Structural foundations (plinths, beams, slabs);
▪
Outreaches;
▪
Breakdown frames;
▪
Substructures supported by the RBS (existing building pillars, existing building beams, existing building loadbearing walls);
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More generally, in verifying the model, the utmost attention will be paid to the correctness of all the
components belonging to the categories:
▪
Structural pillars;
▪
Structural frame;
▪
Structural foundations;
▪
Structural connections.
b) the number, size, orientation and share of radiating elements and related amplifiers. All the components
belonging to the Data Devices category will be analyzed in detail and in particular:
▪
Antennas;
▪
parables;
▪
RRU;
▪
ODU.
Overall inaccuracies that affect the design strength of the structure by more than 5% will not be tolerated; if
found, a revision of the work will be requested free of charge.
The utmost precision is also required in the use and correct placement of the elements belonging to the equipment
room such as:
▪
Paintings;
▪
Energy Stations;
▪
Apparatus cabinets;
▪
air conditioners;
▪
Housing in general;
▪
Counters;
▪
Equipment support systems.
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INFORMATION MANAGEMENT PLAN OF BIM PROJECTS
TECHNICAL SPECIFICATIONS
CHAPTER 2 – MODELING STANDARDS
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2 Standard modeling settings
The purpose of this chapter is to define the procedures for correctly setting up the BIM modeling according to the standards
established by INWIT SpA for the purposes of delivery and subsequent approval of projects.
2.1 Use of the INWIT proprietary library
All installations (new or upgrade sites) will be designed by accessing exclusively the Revit system families and the
INWIT proprietary ones, which can be downloaded via the dedicated platform, Athena. Although the components
are in continuous development/enrichment, they may not cover everything present in the SRB. In these cases, the
professional must request this component from INWIT, via the platform, accompanying the request with the
documentation in his possession, which is descriptive of the object/detail found, and wait for INWIT to release the
family before proceeding with the its integration in the BIM elaboration.
All the families that do not follow the aforementioned procedure will be classified as errors in the model and this will
compromise the informative correctness of the model itself.
For the modeling of antenna support structures, the system families must be used (e.g. pipes present in the structural pillars
category and flanges supplied in Structural Connections and which can be implemented with the Steel sheet).
2.2 Modeling settings in Revit
2.2.1Project Templates
To maximize the standardization of project outputs, the adoption of the INWIT Template as the basic layout
for the design is mandatory.
The template contains:
▪
The design information describing the child restraint in question;
▪
The minimum tables to be filled in to satisfy the graphic requests of the executive and/or preliminary
design;
▪
Preset abacuses according to the categories of which the SRB is made up with highlighting, for each of them, of
the mandatory parameters to be filled in;
▪
The legends;
▪
The standard nomenclature of the loading conditions of the structure;
▪
Color scheme for the characterization of the single operator's located areas
▪
Project phases and phase filters (factual state, project state, comparative and as built).
You can insert it into the predefined Project Templates by going toFile > Options > File location > + > Select
the .rte file provided by INWIT.
Figure 1- Loading Inwit template
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2.2.2Initial view
When the project is opened, some information about the model is displayed, including the local save path of
the Revit file and site master data.
Figure 2 - Initial view
Figure 3 - Initial View Information
2.2.3Project information
The data relating to the model and site master data are contained within the project information window. They are
required to be filled in through the dedicated tab which can be reached along the pathManage > Project Information.
Below are the minimum required parameters to fill in. ComplyALONE to the following nomenclature for the
characterization of:
REVIT PARAMETER NAME
nominal structure height
total structure height
standard
DESCRIPTION
Parameter identifying the height net of
any mast
Parameter identifying the total height of the
infrastructure with respect to the ground level
Identification nomenclature of the types of
structures, where applicable
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range of accepted values
Whole number
Whole number
Accepted values:
GRT,
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TSP,
TLL,
TSH,
GRT HUB,
PF,
EPFL,
PPS,
PPL,
PPL2,
I-PP,
PBI,
SLIM,
SLIM,
TIML,
TLC-TF,
2M,
3M,
NON-STANDARD
Parameter identifying the type of anchoring of the
Accepted values:
infrastructure
direct plinth,
isolated plinths,
plinth on piles,
reinforced concrete structure,
masonry structure,
basic structure type
frame structure,
wall structure,
mixed structure,
chassis,
ballast,
other
presence of struts
stays presence
id reinforcement
Parameter identifying the presence of struts
Parameter identifying the presence of stays
The code identifies the ID of the working related to the
reinforcement activity
boolean
boolean
Ex. ATT-123456
Parameter identifying the type of antenna holder
Accepted values:
structure.
Bell tower
Chimney
Building
Building+Pole
Building+Trellis
structure type
Pole
Small Cell
Structure in reinforced concrete
Aqueduct Tower
Trellis
Other
aslm
Height of site location above sea level
year of execution
The year the site was built
activity code
Identification code of the activity on the INWI platform
site code
Identification code of the site on the INWI platform.
common
Name of the municipality where the site is located
sheet
Cadastral sheet
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5 characters - I[3n][2c]
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latitude
longitude
Latitude
Longitude
city Hall
Roman numeral of the town hall where the site is located
site name
Site name identification field
particle
region
Cadastral parcel
subordinate
Subordinate
site type
Identification parameter of roof top or raw land sites
last authorized state
model version
project address
equipment type
housing type
Issuing date
10/11/2022
decimal degrees
decimal degrees
Name of the region where the site is located
Accepted values: roof top, raw land
Type of application and reference to the
authorization title, with protocol number and date
Model version identification code
Project address
Positioning of Inwit-owned equipment on site
3 characters - R[2n]
Accepted values: [indoor, outdoor]
Type of housing owned by Inwit present on site, if the
Accepted values: [shelter, room, bunker]
type of equipment is indoor
(only if indoors)
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Figure 4 - Project information
2.2.4Georeferencing and project base point
The georeferencing of the intervention and the exact location of the project base point are required. This is
possible thanks to a simple setting (Manage > Location) which allows both to enter the coordinates manually and
to enter them through the internet location service.
The project base point has as its properties the absolute latitude, longitude, elevation and rotation coordinates with respect to the true
north of the model. This represents the origin of the project, with coordinates 0,0,0, and with respect to it the position of each
instantiated object is referred.In the model, the project base point must correspond, in plan view, to the insertion point of the
antenna support structure, therefore: for roof tops it will be the ground projection of the central point of the pole or of one of
the poles present on the building, or the projection to the ground of the geometric center of the truss
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placed on the building; for raw land it will be the center point on the ground of the post or the geometric center of the base of the trellis.
Figure 5 - Site location
Figure 6 - Visualization of project base point
2.2.5Context representation criteria
In the event that the site is located on apre-existing structure(eg. buildings, piezometric towers, etc.) it is requested to
represent the housing plan of the site (flat roof) and the structural elements to which the SRB is anchored at the LOD D
development level, while the pre-existing structure at a low development level, LOD A, with a minimum level of
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description useful for the elaboration of the descriptive tables of a general project (for example a simplified description
of the facade of the building).
If in these structures there is thecontrol room, it must be characterized by all the elements of the case, i.e.
perimeter walls, floor, roof slab and openings, so as to be able to implement it when air conditioning
interventions are carried out. It is also necessary that the room is located precisely with respect to the
radiant system and that all the elements inside it (equipment, racks, supports, etc.) are represented at an
executive level and in the correct location.
2.2.6Definition of the located areas
It is required that a map of the leased areas be defined, representative of the areas owned by INWIT SpA and located by the
different guests of the infrastructure.
Figure 7 - Visualization of areas located on the plan
Figure 8 - Visualization of operators color scheme
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Depending on the level/level of installation of the equipment on site, one or more plant views must be created in the
Coordination discipline and renamed based on the coding present in the example views specially created in the template.
2.2.7Management of project phases – Historicization of development interventions
It is required, forEVERY NEWdevelopment intervention, whether it is an adaptation of an existing BIM model or the
creation of a new site, to generate a specific project phase.
The new phase of the project will be characterized as follows:
In the fieldFirst name : the activity code assigned on INWI (e.g. ATT-123456)
In the fieldDescription :
-
Managerwho carries out the intervention (the exact wording must be extrapolated from Annex 2 - List of Managers)
Theretypology(as per INWI description)
Theredateplanned implementation
Example:
First name
Description
ATT-123456
Telecom – colocation – 07/31/2020
In the template some standard phases have been pre-set as the address to be filled in as indicated by this
specification:
Figure 9 - Tab view of the Project Phases
The following work phase filters are present in the INWIT Template:
▪
▪
▪
▪
State of affairs;
Project Status;
Comparative;
As Built.
These are applicable to each project phase generated, and allow to immediately identify and evaluate the extent
of the intervention.
The proposed logical organization will make it possible to historicize the succession of demolition and construction interventions carried
out on site.
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In the families that will undergo design changes (whether they are removals, relocations or new installations) the two
parameters "Phase of creation" and/or "Phase of demolition" must be valued with the appropriate phase relating to the code of
the activity in progress.
Figure 10 - Tab view of the Work Phase Filters
Figure 11 - Graphic replacement tab view
2.2.8Project views and tables
The INWIT template contains pre-set project views and tables. The tables are divided into design categories:
architectural, plant engineering and structural.
The architectural tables, usually used for general planning, are:
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-
General planimetry;
-
Floor plan 1:100;
-
Radiant system detail plan;
-
Two elevations;
-
Two sections;
-
Plan of the located surfaces;
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The plant tables represent the minimum graphic contents for the plant project and are as follows:
-
General scheme;
-
Block diagram;
-
MAT Scheme;
The structural tables represent the minimum set to detail the carpentry of the SRB for the purposes of the executive
design. These are:
-
Construction details;
-
Plan of the structures 1:100;
-
Foundations;
-
Structural section;
There may be a chance that sites from return activities do not contain this set of tables. In these cases, it is
required to copy the project settings present in the new INWIT template.
The creation and loading of new personalized title blocks for operators to be renamed as follows is allowed:
-
Family (Cartouche Category):
or
or
or
Athena_Inwit-Cartouche_A4
Athena_Inwit-Cartouche_A3
Athena_Inwit-Cartouche_An
The set of sheets and the views present will have to be updated during the design phase. For the purposes of acceptance of the
model, links to external sources must not be loaded (eg: CAD links).
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Figure 12 - Layout view in the project browser
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INFORMATION MANAGEMENT PLAN OF BIM PROJECTS
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CHAPTER 3 – HOUSEHOLD MANAGEMENT
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3 Household management
The purpose of this chapter is to define the methods of entering, compiling and more generally managing the families
relating to the radio-base stations.
The families to be included in the projects can beloadable families(recallable from an external library) or system
families. As previously mentioned, the valid libraries for the correct modeling of the child restraint systems owned by
INWIT SpA, and therefore for the acceptance of the model on the BIM platform, are exclusively the INWIT library and the
Revit system libraries. Families customized by the user and local families will not be accepted, and therefore evaluated as
a project error.
3.1 Characterization of families
The families that make up the radio-base stations covered by this specification can be grouped as follows:
Data Devices
Antennas
Parables
RRU
ODU
Structural Pillars
Poles
Polygonal poles
Structural frame
Struts
Stay
Truss rods
Structural connections
Plates
Bolts
Structural connections
Outreaches/Supports
Collars
Structural Foundations
Foundations
Electrical Equipment
Paintings
Energy stations
BTS radio equipment
Shelters
Rack
Mechanical equipment
Conditioners
Special Equipment
Framework support
Lift systems
Floor them
The description of the families with the complete list of parameters, their nature (type or instance) and the nomenclature
assigned to them will be illustrated in the documentation available online.
Each family has the "Description" parameter valued with the version number (V00, V01, V02, etc..). The evolution of the
families is constant in order to make them more complete and performant, therefore it is required that the latest version
of the families available within the platform is always used.
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3.2 Criteria for inclusion of families
All families are set up to lie on the plane they are placed in or to be hosted on a surface. Exceptions are the
families relating to antennas and dishes, for which the "antenna base" and/or "electric center" parameter is
provided, which measure the distance between the object and the ground level to be made to coincide with the
project level 0 .
Below are three practical examples of setting the components.
▪
For pillars, foundations, structural connections, accessories, passive components and equipment, the reference system
is linked to the level on which the element is located.
Figure 13 - Insertion of structural column
▪
For the pylons, the reference system is linked to the level on which the Massa family is located, created for the correct
characterization of the individual links that compose it and the individual structural elements/profiles.
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Figure 14 – Truss construction
Figure 15 - Inserting profiles
For this type of structure it was possible to define standardized series for which project files were created in *.rvt
format which can be downloaded from the Athena platform.
▪
The antennas and dishes must be plugged inALWAYS on thelevel 0of the project and raised to a height
by valorising the "antenna base" and/or "electric centre" parameter. Offset or elevation values from null
antenna level and base will not be accepted.
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Figure 16 - Entering the families of Data Devices
The families of the INWIT library are constantly updated, and the use of their latest version is always required. If,
in the project subject to intervention, the new version of an already instantiated family is inserted, it must be
selected“Overwrite the existing version”, to avoid creating different sequential nomenclatures and to avoid losing
the data of those already instantiated.
Figure 17 – Update of already instantiated families
In case of modification of the type parameters and on specific request it will be necessary to proceed with the option“Overwrite
the existing version and its parameter values”
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3.3 Filling out the instance parameters
In this phase the instance parameters will be compiled as indicated in the documents consulted for the drafting of the
model or on the basis of the planning indications provided by the manager.
Within the models there are categorized schedules, which allow you to keep all the instance parameters of the
various components under control.
Figure 18 - Typical display of project schedules
The mandatory minimum parameters to be filled in and the methods for entering data will be highlighted so that
the families are accepted by the BIM platform. These parameters are listed in Annex 1 and 2 of this specification.
For each element (poles, poles, pylon links, bolts, elements of the radiant system, etc...) a yes/no parameter has been
created called "to be validated on site", through which it is possible to indicate the veracity of the data. The parameter
must be used in the absence of information useful for the correct definition of those indicated in the aforementioned
Annex 1.
For the elements of the radiant system, again through a yes/no parameter, situations of non-conformity of
the modeled object must be highlighted if it is "Installed not authorised" or "Authorised not installed".
3.4 Using the material library
In order to characterize INWIT's infrastructure models in the most coherent way with regard to the state of affairs and
design, the library of materials is made available, already present in the standard template and available to be integrated
even in templates that are not updated at all. 'latest version. This must necessarily be used for the characterization of the
structural components. Below is the list of materials present:
FIRST NAME
DESCRIPTION
S 235 (t≤40mm)
NTC2018 Steel, S235 (UNI EN 10025-2) - t<=40mm
S 275 (t≤40mm)
NTC2018 Steel, S275 (UNI EN 10025-2) - t<=40mm
S 355 (t≤40mm)
NTC2018 Steel, S355 (UNI EN 10025-2) - t<=40mm
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S 235 (40mm÷80mm)
NTC2018 Steel, S235 (UNI EN 10025-2) - 40mm<t<=80mm
S 275 (40mm÷80mm)
NTC2018 Steel, S275 (UNI EN 10025-2) - 40mm<t<=80mm
S 355 (40mm÷80mm)
NTC2018 Steel, S355 (UNI EN 10025-2) - 40mm<t<=80mm
S 235 H (t≤40mm)
NTC2018 Steel, S235 (UNI EN 10210-1) - t<=40mm
S 275 H (t≤40mm)
NTC2018 Steel, S275 (UNI EN 10210-1) - t<=40mm
S 355 H (t≤40mm)
NTC2018 Steel, S355 (UNI EN 10210-1) - t<=40mm
S 235 H (40mm÷80mm)
NTC2018 Steel, S235 (UNI EN 10210-1) - 40mm<t<=80mm
S 275 H (40mm÷80mm)
NTC2018 Steel, S275 (UNI EN 10210-1) - 40mm<t<=80mm
S 355 H (40mm÷80mm)
NTC2018 Steel, S355 (UNI EN 10210-1) - 40mm<t<=80mm
Class 4.6
NTC2018 Steel, Unions (UNI EN 15048-1)
Class 4.8
NTC2018 Steel, Unions (UNI EN 15048-1)
Class 5.6
NTC2018 Steel, Unions (UNI EN 15048-1)
Class 5.8
NTC2018 Steel, Unions (UNI EN 15048-1)
Class 6.8
NTC2018 Steel, Unions (UNI EN 15048-1)
Class 8.8
NTC2018 Steel, Unions (UNI EN 15048-1)
Class 10.9
NTC2018 Steel, Unions (UNI EN 15048-1)
C8/10
NTC2018 Concrete C8/10
C12/15
NTC2018 Concrete C12/15
C16/20
NTC2018 Concrete C16/20
C20/25
NTC2018 Concrete C20/25
C25/30
NTC2018 Concrete C25/30
C28/35
NTC2018 Concrete C28/35
C30/37
NTC2018 Concrete C30/37
C32/40
NTC2018 Concrete C32/40
C35/45
NTC2018 Concrete C35/45
C40/50
NTC2018 Concrete C40/50
Details of the characteristics of each material are given in Annex 3.
3.5 Criteria for modeling structures
Thanks to the possibilities of interoperability that the BIM platforms allow us, it was decided to prepare the models of the
22 thousand radio-base stations owned by INWIT SpA for the processing of static checks using FEM software.
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The complete integration of the modeling in Revit with such software allows a considerable saving of time in the
elaboration of the calculation model, remaining in any case reliable in the results.
To pursue this objective, in the modeling phase (with the use of the Revit software), the model must follow very
specific rules:
a) Definition of the materials of the structural components (structural pillars, structural frame and structural
foundations) with their relative physical characteristics;
b) Consistent use of structural elements (e.g. rafters created with elements of the "Structural frame" category, post
created with elements of the "Structural pillars" category, etc.);
c) Activation of the analytical model for the structural elements;
The arrangement of the analytical axes belonging to the structural elements must represent the actual geometric
arrangement of the antenna-supporting structure. In correspondence with the analytical nodes that do not intersect the
main analytical model, by selecting the involved members and modifying their properties, it is necessary to add rigid
links (e.g. strut-pole connection).
Figure 19 - Management of the analytical model
For the modeling of flanged piles, the family of structural piles called "Circular hollow-pillar sections" must be
used.If it is necessary to create a new type, as it is not present among those available, the following naming
convention will be used: TRONdiameterxthickness (Ex: TRON139x8). When creating the new type, the following
parameters must be updated: OD, t, W, A.
For the modeling of the trusses, the structural frame families called "L-profiles, double L-profiles, double-C profile"
can be used.If it is necessary to create a new type, as it is not present among those available, the following
nomenclature convention will be used: CAElatoprofilexthickness (Ex: CAE110x10) or in any case you will
have to go in continuity with the nomenclature of the standard Revit types .When creating the new type, the
following parameters must be updated: W, A, k, b, d, t, x, y.
For the modeling of the foundations, the loadable families supplied by Inwit or those present in the Revit system
library can be used.If it is necessary to create a new type, the nomenclature to be used will be the following:
lengthxwidthxdepth (e.g.: 1500x1500x800 mm) .
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3.6 Criteria for modeling the anchors and defining the reinforcements
For the anchoring of the antenna support structure to the attestation substructure, maximum clarity is
required.
Consistent with what is reported in the executive tables and with the functions offered by the Revit environment, the geometric
and mechanical characterization of the beams/foundations is required ('Structure' >'Structural Foundations' ) with details of the
class of concrete and reinforcement, with specification of distances, diameters, shape, concrete cover and indication of the
length of the anchor bars and the type of resins envisaged.
For each structural component, the check box must be ticked 'activate analytical model', indicate the constraint conditions and
specify the type/class of the material.
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INFORMATION MANAGEMENT PLAN OF BIM PROJECTS
TECHNICAL SPECIFICATIONS
CHAPTER 4 – PROJECT DELIVERY PROCEDURE
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4 Method of delivery of the project
The purpose of this chapter is to define the model delivery methods on the ATHENA platform.
4.1 Publishing Settings
At the end of the modeling it will be necessary to check the Publication settings which will allow the correct
visualization of the prepared graphics.
The existing Set must be eliminated, the group deselected and the “Sheets in the model” shown in the list.
Figure 20 - Setting Publishing Settings
At the end of the operation you will have to save and close
4.2 Model cleanup and export to IFC format
After verifying that the site and family information has been filled in correctly, delete all unused elements
within the model before starting the export procedure in .ifc format excluding families categorized as data
devices.
This export must be related to the phase subject to intervention and performed with respect to the prepared 3D view.
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Together with the families and the template, the IFC setting file in .txt format is also supplied, to be inserted by going toRevit
> File > Export > Options > IFC Options > Load.
Figure 21 - Loading the IFC settings file
Once the setting file has been loaded, proceed with the export according to the configuration shown in the
images below:
NB: Under "Phase to
be exported"
select the phase
corresponding
to the current activity
object of modification
of the model.
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Figure 22 – IFC export configuration
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Furthermore, in the document management section, the .json file called "IFC Configuration - Athena" is available with the correct
settings.
4.3 Uploading files to the ATHENA platform
The delivery of the project will take place via the INWIT BIM platform. It is required to send:
to)
of the Revit model as a single .rvt file complete with the project tables. These tables must be the same ones
included in the documents sent to the Authorizing Bodies;
b)
of its consideration in .ifc format.
If the BIM platform finds errors, a screen will appear indicating the type of error. In this case reopen the
Revit model, correct the error, save and repeat the ifc export procedure and upload the files to the platform.
In the event that particular problems should arise in the loading procedure, contact the technical reference.
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ATTACHMENT 1
Families - Mandatory minimum parameters
OBJECT
REVIT PARAMETER NAME
Note
mandatory parameters (model
check)
Antennas
height
x
accessories wind area
x
aerial wind area
x
ice wind area
x
accessories ice wind area
x
azimuth
x
antenna base
x
electric center
x
shape coefficient
x
exposed to the wind
x
manager
x
Insert operator from the
list in Attachment 2. For
shared antenna use
separator "/" (e.g.:
Tim/Vodafone); For
unknown handler use
designation “Other
manager"
installed on pole
x
L1 - sector
x
length
x
Model
x
weight
x
antenna weight
x
antenna carpentry weight
x
ice weight
x
ice weight accessories
x
antenna ice weight
x
Producer
x
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Parables
Document code
Version
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thickness
x
ice thickness
x
mechanical tilt
x
typology
x
accessories wind area
x
ice wind area
x
accessories ice wind area
x
parabola wind area
x
azimuth
x
parabola base
x
electric center
x
shape coefficient
x
diameter
x
manager
x
Issuing date
10/11/2022
Insert manager from list
present in Attachment 2.
For an unknown operator,
use the name “Other
manager"
installed on pole
x
Model
x
dish number
x
pole axis offset
x
weight
x
parabola carpentry weight
x
ice weight
x
ice weight accessories
x
dish ice weight
x
dish weight
x
Producer
x
depth
x
depth 1
x
depth 2
x
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RRU
Document code
Version
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radius
x
sector
x
ice thickness
x
mechanical tilt
x
height
x
accessories wind area
x
ice wind area
x
accessories ice wind area
x
RRU wind area
x
electric center
x
shape coefficient
x
exposed to the wind
x
manager
x
Issuing date
10/11/2022
Insert manager from the
list in Attachment 2. For
unknown manager, use the
designation “Other
manager"
ODU
installed on pole
x
length
x
Model
x
weight
x
carpentry weight RRU
x
ice weight
x
ice weight accessories
x
RRU weight
x
Producer
x
thickness
x
ice thickness
x
z load
x
height
x
accessories wind area
x
ice wind area
x
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Apparatus frames
Bridges
Radios/Equipments
radio
old type/Apparatus
Document code
Version
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accessories ice wind area
x
RRU wind area
x
electric center
x
shape coefficient
x
exposed to the wind
x
manager
x
installed on pole
x
length
x
Model
x
weight
x
carpentry weight RRU
x
ice weight
x
ice weight accessories
x
RRU weight
x
Producer
x
radius
x
thickness
x
ice thickness
x
z load
x
height
x
manager
x
BTS radio
Issuing date
10/11/2022
Insert manager from the
list in Attachment 2. For
unknown manager, use the
designation “Other
manager"
length
x
Model
x
number of pdu attestation
switches on sde
x
Producer
x
depth
x
pdu attestation switch size to sde
x
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Paintings
upright
protection
Document code
Version
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device type
x
height
x
differential lock
x
switch characteristics
x
characteristics
generator
Jack
group
Issuing date
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x
TRAFO primary protection
characteristics
x
short-circuit current
x
rated current in
x
nominal frequency
x
manager
x
Insert manager from the
list in Attachment 2. For
unknown manager, use the
designation “Other
manager"
degree of protection
x
self-resetting kit
x
length
x
Model
x
number of available output
switches
x
transformer power
x
breaking power
x
generator set socket
x
Producer
x
depth
x
SS extension
x
Nominal tension
x
guy
x
general
switch/disconnector
trafo primary protection type
x
typology
Of
(indoor/outdoor)
x
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installation
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Equipment distribution
boards
Document code
Version
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type of transformer
x
type of TRAFO protection
x
height
x
switch characteristics Q1
x
switch characteristics Q2
x
switch characteristics Q3
x
switch characteristics Q4
x
switch characteristics Q5
x
switch characteristics Q6
x
short-circuit current
x
rated current in
x
manager
x
Issuing date
10/11/2022
Insert manager from the
list in Attachment 2. For
unknown manager, use the
designation “Other
manager"
degree of protection
x
length
x
Model
x
number of available output
switches
x
number of electrical outlets
x
Producer
x
depth
x
Nominal tension
x
typology
Of
(indoor/outdoor)
Fiber Optic panel
installation
x
height
x
manager
x
Insert manager from the
list in Attachment 2. For
unknown manager, use the
designation “Other
manager"
length
x
Model
x
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Producer
x
depth
x
typology
Of
(indoor/outdoor)
Flow framework
Document code
installation
Issuing date
10/11/2022
x
height
x
manager
x
Insert manager from the
list in Attachment 2. For
unknown manager, use the
designation “Other
manager"
length
x
Model
x
Producer
x
depth
x
typology
Of
(indoor/outdoor)
Alarm Panels
installation
x
height
x
rated current in
x
manager
x
Insert manager from the
list in Attachment 2. For
unknown manager, use the
designation “Other
manager"
Energy stations
length
x
Model
x
Producer
x
depth
x
conditioning
x
rated output current
x
manager
x
Insert manager from the
list in Attachment 2. For
unknown manager, use the
designation “Other
manager"
length
x
length
x
Model
x
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no. max number of battery strings that can
Issuing date
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x
be installed
no. rectifiers installed
x
max number of rectifiers
x
number of battery strings installed
x
empty weight
x
rectifier max dc power
x
power if absorbed current
configuration
x
power if max configuration
x
Producer
x
depth
x
rectifier efficiency
x
voltage in
x
rated voltage out
x
general switch type
x
type of batteries
x
typology
Of
(indoor/outdoor)
Containers groups of
installation
x
rectifier type
x
height
x
manager
x
measure
Insert manager from the
list in Attachment 2. For
unknown manager, use the
designation “Other
manager"
degree of protection
x
length
x
Model
x
n. pod
x
bargaining power
x
Producer
x
depth
x
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riser cable section
x
type of pose
x
type of power supply
x
cable type
x
typology
Of
(indoor/outdoor)
Counter
Document code
installation
Issuing date
10/11/2022
x
height
x
manager
x
Insert manager from the
list in Attachment 2. For
unknown manager, use the
designation “Other
manager"
degree of protection
x
length
x
riser cable length
x
Model
x
n. pod
x
bargaining power
x
Producer
x
depth
x
riser cable section
x
type of power supply
x
cable type
x
typology
Of
(indoor/outdoor)
Unloaders
installation
x
height
x
membership
x
lightning impulse current (μs)
x
unloaded pulse current (μs)
x
Manager
x
degree of protection
x
length
x
Surge protectors
x
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Switches
Version
IE2021-ST-PGI-01
5.0 – F1
length
x
Model
x
Producer
x
insulation resistance (MΩ)
x
thickness
x
operating temperature (°C)
x
intervention time
x
maximum operating voltage
x
rated AC voltage
x
height
x
membership
x
aptitude for sectioning
x
differential lock
x
rated current in
x
thermal calibration current lth
x
manager
x
length
x
Model
x
number of poles
x
breaking power
x
range
calibration
current (a)
Conditioners
Document code
differential
in
x
differential calibration range in time (s)
x
operating voltage max
x
current differential calibration
value
x
differential calibration value in time
(s)
x
compressor power supply
x
ventilation supply
x
height
x
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Shelters
Equipotential bars
Vertical sinks
Horizontal dispersers
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
manager
x
length
x
Model
x
air flow
x
electric power
x
Refrigeration power
x
presence of free cooling
x
Producer
x
depth
x
maximum ambient temperature
x
supply voltage
x
type air conditioner
x
Refrigerant Gas Type
x
height
x
generic backpack air conditioner
x
FC ETHRA TECH
x
FC STRENGHTENING
x
length
x
Model
x
Producer
x
depth
x
material
x
length
x
length
x
manager
x
typology
x
height
x
length
x
manager
x
typology
x
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Flanged poles
Polygonal poles
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
height
x
length
x
manager
x
OD
x
Length
x
t
x
Structural material
x
height
x
wind accessories area
x
wind area
x
accessory wind area with ice
x
windy area with ice
x
pole wind area
x
pole wind area with ice
x
lower diameter
x
top diameter
x
trunk id
x
overlap length
x
Structural material
x
Model
x
ice weight pole accessories
x
pile ice weight
x
ice weight pole and accessories
x
Producer
x
owner
x
lower radius
x
lower inner radius
x
upper inner radius
x
upper beam
x
thickness
x
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pylons
Version
IE2021-ST-PGI-01
5.0 – F1
ice thickness
x
1st order - diagonal line breaker
x
1st order - horizontal section breaker
x
2nd order - diagonal line breaker
x
2nd order - horizontal section breaker
x
mesh height
x
jersey id
x
bottom mesh width
x
upper mesh width
x
bottom stitch length
x
top shirt length
x
fold number
x
steel type diagonal profile
x
type steel profile upright
x
cross profile steel type
x
typology
profile
1st order
-
x
typology
profile
1st order
-
x
typology
profile
2nd order
-
x
typology
profile
2nd order
-
x
diagonal breaker
horizontal breaker
diagonal breaker
horizontal breaker
Trusses [Profiles]
Document code
diagonal profile type
x
upright profile type
x
transverse profile type
x
upper cross
x
structural material
x
initial connection
x
final connection
x
surface finish
x
coating area
x
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Struts
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
cut length
x
weight
x
exact weight
x
structural use
x
length
x
volume
x
w
x
to
x
b
x
d
x
t
x
x
x
y
x
anchorage i height
x
anchor i hole diameter
x
anchor the hole
x
anchor i length
x
anchor i overlap
x
anchorage i thickness
x
anchorage j height
x
anchor j hole diameter
x
anchor j hole
x
anchor j length
x
anchor j overlap
x
anchor j thickness
x
knot anchor i
x
knot anchor j
x
strut diameter
x
handkerchiefs
x
gusset height flange
x
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Stay
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
flange axis diameter holes
x
flange outside diameter
x
flange hole diameter
x
inner diameter flange
x
gusset length flange
x
flange number of gusset plates
x
flange number of holes
x
thickness flange
x
gusset thickness flange
x
Length
x
trunk length 1
x
trunk length 2
x
Structural material
x
total number of trunks
x
strut thickness
x
knot anchor i
x
knot anchor j
x
minimum breaking load
x
diameter
x
id rope
x
Length
x
Structural material
x
distance clamps
x
terminals number
x
stay order no
x
pretension
x
radius cricket
x
eyelet diameter tensioner
x
eyelet length tensioner
x
rope type
x
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Foundation
rectangular
Plinth
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
structural material
x
reinforcement cover - upper
surface
x
reinforcement cover - bottom
surface
x
reinforcement cover - other surfaces
x
top elevation
x
base elevation
x
total volume
x
length
x
length
x
depth
x
reinforcement cover - upper
surface
x
reinforcement cover - bottom
surface
x
reinforcement cover - other surfaces
x
distance x audience
x
distance and audience
x
Length
x
nut width
x
audience width
x
Length
x
nut length
x
audience length
x
Structural material
x
nut depth
x
audience depth
x
top elevation
x
base elevation
x
Foundation thickness
x
nut volume
x
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AC extension
AC_LR
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
audience volume
x
total volume
x
reinforcement cover - upper
surface
x
reinforcement cover - bottom
surface
x
reinforcement cover - other surfaces
x
top elevation
x
base elevation
x
ACSP extension
x
delta thickness
x
Length
x
Length
x
group 1 bolt length
x
group 2 bolt length
x
Structural material
x
Model
x
Foundation thickness
x
reinforcement cover - upper
surface
x
reinforcement cover - bottom
surface
x
reinforcement cover - other surfaces
x
top elevation
x
base elevation
x
Length
x
Length
x
group 1 bolt length
x
group 2 bolt length
x
Structural material
x
Model
x
Foundation thickness
x
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Foundation pile
Anchor bolt cage
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
reinforcement cover - upper
surface
x
reinforcement cover - bottom
surface
x
reinforcement cover - other surfaces
x
foundation pile diameter
x
Length
x
Length
x
Structural material
x
Foundation thickness
x
backplate locknut
x
bolt lock nut
x
counterplate
x
counterplate nut
x
bolt diameter
x
haema diameter
x
counterplate outer diameter
x
base plate outside diameter
x
bolt hole diameter
x
counterplate internal diameter
x
base plate inside diameter
x
pole diameter
x
emacho
x
anchor length
x
bolt length
x
backplate material
x
nut material
x
emacho material
x
rib material
x
base plate material
x
bolt material
x
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Stairs
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
rib
x
rib height
x
crooked height rib
x
side width rib
x
upper width rib
x
rib length
x
crooked length rib
x
thick rib
x
number of ribs
x
number of anchor bolts
x
backplate locknut depth
x
counterplate depth
x
negative counterplate depth
x
Default prospectus
x
hook radius
x
rib rotation
x
counterplate thickness
x
blood thickness
x
base plate thickness
x
nut type
x
bolt type
x
hook visibility
x
total stair height
x
area exposed to the wind
x
carter
x
distance from pole
x
steps
x
material
x
Model
x
scale weight
x
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Balconies
Anchors/Supports
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
Producer
x
coupling system
x
balustrade height
x
walkable area
x
balcony wind area
x
wind ice area gallery
x
handrail spacing
x
handrail length
x
upright diameter
x
pole diameter
x
beam distance from the center
x
circular stair hole
x
square stair hole
x
pole installation
x
trapdoor width
x
balcony side length
x
carpentry beam length
x
material
x
balcony weight
x
ice weight balcony
x
owner
x
gallery radius
x
pole radius
x
radius inscribed gallery
x
gallery type
x
plate hole visibility
x
platform visibility
x
z load
x
pole collar height
x
tubular collar height
x
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The parameters are shown
for indicative purposes only
required geometry
from the
Document type: Technical specifications
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steps/
distributors/
Support carpentry
Racks, walkways,
lowered with pegs
Fake fireplace
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
tubular height
x
tubular collar diameter
x
pole collar diameter
x
tubular diameter
x
Length
x
collar material
x
outreach material
x
tubular material
x
carpentry weight
x
owner
x
pole collar thickness
x
tubular collar thickness
x
arm profile thickness
x
tubular thickness
x
outreach type
x
carpentry volume
x
owner
x
length
x
length
x
material
x
length
x
length
x
thickness
x
material
x
number of managers
x
number of pegs
x
hat
x
masking material
x
height masking module
x
width masking module
x
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components which, in the
case of outreach, will vary by
family
in
family.
They stay
Anyway
mandatory, for each of
them, all the geometric
parameters.
The parameters are shown
for indicative purposes only
required geometry
from the
components that will vary
from family to family
Document type: Technical specifications
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Fake Tree
Document code
Version
IE2021-ST-PGI-01
5.0 – F1
length masking module
x
thickness masking module
x
brings
x
wind area
x
ice wind area
x
crown base height
x
canopy diameter base hole
x
canopy diameter hole top
x
inner diameter collar
x
exposed to the wind
x
masking material
x
height masking module
x
diameter masking module
x
internal diameter masking module
x
upper diameter masking module
x
thickness masking module
x
number of supports
x
weight
x
ice weight
x
length profile
x
ice thickness
x
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Version
IE2021-ST-PGI-01
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Issuing date
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ANNEX 2
List of Managers
ID
CUSTOMER/MANAGER/TOWERCO
DESCRIPTION
0 INWIT
INWIT
1 Tim
Tim
2 Vodafone
Vodafone
3
Wind Three
Wind Three
4 2I RETE GAS SPA
2I RETE GAS SPA
5 2BITE SRL
air2BITE SRL
6
Other manager
Other manager
7 BBBell SpA
BBBell SpA
8 CLOUDITALY
CLOUDITALY
9 EI TOWERS Spa
EI TOWERS Spa
10 ELEMEDIA SPA
ELEMEDIA SPA
11
Aeolus
Aeolus
12 FASTWEB AIR SRL
FASTWEB AIR SRL
13 FASTWEB SPA
FASTWEB SPA
14 Foxtel
Foxtel
15 GENY COMMUNICATIONS SRL
GENY COMMUNICATIONS SRL
16 GO INTERNET SPA
GO INTERNET SPA
17 FINANCIAL GUARD
FINANCIAL GUARD
18 H3G
H3G
19 Hightel
Hightel
20 Iliad
Iliad
21 INFRACOM ITALIA SPA
INFRACOM ITALIA SPA
22 Leonardo
Leonardo
23 Lepida Spa
Lepida Spa
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Document code
Version
IE2021-ST-PGI-01
5.0 – F1
24 Linkem
Linkem
25 Medi@net srl
Medi@net srl
26 Mediaset
Mediaset
27 NeTTrotter Srl
NeTTrotter Srl
28 Open Fiber SpA
Open Fiber SpA
29 FORGET SPA
FORGET SPA
30 STATE POLICE
STATE POLICE
31 CIVIL PROTECTION
CIVIL PROTECTION
32 Rai Way
Rai Way
33 SARDINIA WI FI SRL
SARDINIA WI FI SRL
34 SELEX ES SPA
SELEX ES SPA
35 SIPORTAL SRL
SIPORTAL SRL
36 SIRIUS TECHNOLOGY SRL
SIRIUS TECHNOLOGY SRL
37 STEL SRL
STEL SRL
38 TISCALI ITALY SPA
TISCALI ITALY SPA
39 TOM SRL
TOM SRL
40 TRIVENET SRL
TRIVENET SRL
41 T-Systems
T-Systems
42 Wind
Wind
43 WOLNET SRL
WOLNET SRL
44
Yotta Net
Yotta Net
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Document type: Technical specifications
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S 235 (t≤40mm)
FIRST NAME
NTC2018 Steel, S275 (UNI EN 10025-2) - t<=40mm
NTC2018 Steel, S235 (UNI EN 10025-2) - t<=40mm
DESCRIPTION
NTC, structural, metal
NTC, structural, metal
NTC, structural, metal
Metal
Metal
Metal
INFORMATION
1
S 275 (t≤40mm)
NTC2018 Steel, S355 (UNI EN 10025-2) - t<=40mm
Metal
GUY
2
S 355 (t≤40mm)
NTC, structural, metal
KEYWORD
3
NTC2018 Steel, S235 (UNI EN 10025-2) - 40mm<t<=80mm
Metal
S 235 (40mm÷80mm)
Metal
4
NTC, structural, metal
Metal
Metal
NTC, structural, metal
Metal
NTC, structural, metal
NTC2018 Steel, S235 (UNI EN 10210-1) - 40mm<t<=80mm
NTC, structural, metal
Metal
NTC2018 Steel, S275 (UNI EN 10025-2) - 40mm<t<=80mm
NTC2018 Steel, S275 (UNI EN 10210-1) - 40mm<t<=80mm
NTC, unions, bolts, nails, pins, welds
Metal
S 275 (40mm÷80mm)
10 S 235 H (40mm÷80mm)
NTC2018 Steel, S355 (UNI EN 10210-1) - 40mm<t<=80mm
NTC, unions, bolts, nails, pins, welds
Metal
5
11 S 275 H (40mm÷80mm)
NTC2018 Steel, Unions (UNI EN 15048-1)
NTC, unions, bolts, nails, pins, welds
Metal
Metal
12 S 355 H (40mm÷80mm)
NTC2018 Steel, Unions (UNI EN 15048-1)
NTC, unions, bolts, nails, pins, welds
Metal
NTC, structural, metal
Class 4.6
NTC2018 Steel, Unions (UNI EN 15048-1)
NTC, unions, bolts, nails, pins, welds
Metal
NTC2018 Steel, S355 (UNI EN 10025-2) - 40mm<t<=80mm
Class 4.8
NTC2018 Steel, Unions (UNI EN 15048-1)
NTC, unions, bolts, nails, pins, welds
Concrete
S 355 (40mm÷80mm)
13
Class 5.6
NTC2018 Steel, Unions (UNI EN 15048-1)
NTC, unions, bolts, nails, pins, welds
Concrete
6
14
Class 5.8
NTC2018 Steel, Unions (UNI EN 15048-1)
NTC, structural, concrete
Concrete
Metal
15
Class 6.8
NTC2018 Steel, Unions (UNI EN 15048-1)
NTC, structural, concrete
Concrete
Metal
16
Class 8.8
NTC2018 Concrete C8/10
NTC, structural, concrete
Concrete
NTC, structural, metal
17
Class 10.9
NTC2018 Concrete C12/15
NTC, structural, concrete
Concrete
NTC, structural, metal
18
C8/10
NTC2018 Concrete C16/20
NTC, structural, concrete
NTC2018 Steel, S235 (UNI EN 10210-1) - t<=40mm
19
C12/15
NTC2018 Concrete C20/25
NTC, structural, concrete
NTC2018 Steel, S275 (UNI EN 10210-1) - t<=40mm
20
C16/20
NTC2018 Concrete C25/30
S 235 H (t≤40mm)
21
C20/25
NTC2018 Concrete C28/35
S 275 H (t≤40mm)
22
C25/30
Concrete
7
23
C28/35
NTC, structural, concrete
Concrete
8
24
NTC2018 Concrete C30/37
NTC, structural, concrete
Concrete
Metal
25
C30/37
NTC2018 Concrete C32/40
NTC, structural, concrete
Concrete
NTC, structural, metal
26
C32/40
NTC2018 Concrete C35/45
NTC, structural, concrete
NTC2018 Steel, S355 (UNI EN 10210-1) - t<=40mm
27
C35/45
NTC2018 Concrete C40/50
S 355 H (t≤40mm)
28
C40/50
9
29
INFORMATION MANAGEMENT PLAN OF BIM PROJECTS
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Version
IE2021-ST-PGI-01
Issuing date
Document code
Issued by: TO.IE
ANNEX 3
Material characteristics
Document type: Technical specifications
Information management plan of BIM projects
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Steel
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
Isotropic
BEHAVIOR
BEHAVIOR
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
0.00001 inv °C
Coeff. Thermal Expansion
BASIC THERMAL PROPERTIES
35547.11 MPa
34625.5MPa
33642.8MPa
33019.43MPa
32588.11MPa
31447.16 MPa
30200.49MPa
28820.61MPa
27266.58MPa
25472.9MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
210,000.0 MPa
Young's modulus
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
Coeff. by Poisson
14811.29MPa
14427.286 MPa
14017.82MPa
13758.10 MPa
13578.38MPa
13102.98MPa
12583.54MPa
12008.59MPa
11361.075 MPa
10613.71MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
80,769.0 MPa
Cutting module
2,407.31 kg/m³
2,407.31 kg/m³
2,407.31 kg/m³
2,407.31 kg/m³
2,407.31 kg/m³
2,407.31 kg/m³
2,407.31 kg/m³
2,407.31 kg/m³
2,407.31 kg/m³
2,407.31 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
7,850.00 kg/m³
Density
MECHANICAL PROPERTIES
28
Standard
SUBCLASS
29
INFORMATION MANAGEMENT PLAN OF BIM PROJECTS
TECHNICAL SPECIFICATIONS
Edition 00
November 2022
Page59/50
5.0 – F1
10/11/2022
Version
IE2021-ST-PGI-01
Issuing date
Document code
Issued by: TO.IE
Document type: Technical specifications
Information management plan of BIM projects
6
5
4
3
2
1
275MPa
235MPa
335MPa
255MPa
215MPa
355MPa
275MPa
235MPa
Enervation
430MPa
360MPa
470MPa
410MPa
350MPa
510MPa
430MPa
360MPa
Traction
STEEL
7
510MPa
CONCRETE
8
355MPa
350MPa
Traction
9
235MPa
410MPa
Yield strength (Fctm)
10
275MPa
490MPa
Light
11
355MPa
400MPa
Modify shear strength
12
240MPa
Compression cls (fck)
13
400MPa
1.23MPa
320MPa
1.61MPa
14
1.23MPa
1.95MPa
500MPa
1.61MPa
2.27MPa
300MPa
1
1.95MPa
2.56MPa
15
1
2.27MPa
2.83MPa
500MPa
8 MPa
1
2.56MPa
600MPa
12 MPa
1
2.83MPa
400MPa
20
16MPa
1
480MPa
21
20MPa
1
16
22
25 MPa
2.94MPa
17
23
28 MPa
2.94MPa
3.10MPa
800MPa
24
1
3.10MPa
3.35MPa
640MPa
25
30MPa
1
3.35MPa
3.60MPa
18
26
32MPa
1
3.60MPa
1000MPa
27
35MPa
1
900MPa
28
40MPa
19
29
Heat treatment
INFORMATION MANAGEMENT PLAN OF BIM PROJECTS
TECHNICAL SPECIFICATIONS
Edition 00
November 2022
Page60/50
5.0 – F1
10/11/2022
Version
IE2021-ST-PGI-01
Issuing date
Document code
Issued by: TO.IE