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PROJECT:
Temporary Structure owned by Chanti
Aire de Carénage
DATE:
16/11/15
01
REV
First Issue
Temporary Structure owned by Chanti
Aire de Carénage, 83600 FREJUS
FILE:
Calculation Report
16/11/15
DATE
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
Temporary Structure owned by Chantie Naval Port
83600 FREJUS
Calculation Report.doc
D.B.
DESCRIPTION
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
e Naval Port-Frejus,
D.B.
DESCRIPTION
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
JOB N.:
D.B.
PREP'D
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
DESIGNED BY:
D.Bruciafreddo
D.B.
CHK'D
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
D.Bruciafreddo
PREPARED BY:
D.Bruciafreddo
APP'D
Job No. : Job No. : Job No. : Job No. :
P.O.I.:
Rev. No.: Rev. No.: Rev. No.: Rev. No.:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
N° PAGE
61
PREPARED BY:
D.Bruciafreddo
CHECKED BY:
APP'D
Job No. : Job No. : Job No. : Job No. :
Rev. No.: Rev. No.: Rev. No.: Rev. No.: 01
1 / 61
N° PAGES:
CHECKED BY:
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Rev-2
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TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
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REVISIONS TABLE
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TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
REVISIONS TABLE
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INDEXINDEXINDEXINDEX 1111
INTRODUCTIONINTRODUCTIONINTRODUCTIONINTRODUCTION2222 REREFENCE
CODESREREFENCE CODESREREFENCE CODESREREFENCE CODES3333 GENERAL
PRGENERAL PRGENERAL PRGENERAL PR
3.1
4444 BURNING BEHAVIOURBURNING BEHAVIOURBURNING BEHAVIOURBURNING
BEHAVIOUR4.1 4.2
5555 MATERIALSMATERIALSMATERIALSMATERIALS5.1 5.2 5.3
6666 LOADSLOADSLOADSLOADS6.1 6.2 6.3 6.4 6.5 6.6
6.7 6.8
7777 Results and Structural CheckResults and Structural
CheckResults and Structural CheckResults and Structural
Check7.1
First Issue
INDEXINDEXINDEXINDEX
INTRODUCTIONINTRODUCTIONINTRODUCTIONINTRODUCTIONREREFENCE
CODESREREFENCE CODESREREFENCE CODESREREFENCE CODESGENERAL PRGENERAL
PRGENERAL PRGENERAL PRESCRIPTIONESCRIPTIONESCRIPTIONESCRIPTION
Use and Operation3.1.1 Periodic thorough examination3.1.2
Installation examination3.1.3 Heating and cooking systems3.1.4
Electrical fittings3.1.5 Fire extinguishers
BURNING BEHAVIOURBURNING BEHAVIOURBURNING BEHAVIOURBURNING
BEHAVIOUR European Standards National Standards
MATERIALSMATERIALSMATERIALSMATERIALS
................................................................................................................................
Structual steel Bolts ................................ Tension
Elemen
LOADSLOADSLOADSLOADS
................................................................................................................................
Structural Non structural load Wind Load Snow Load Seismic Load
Load Cases
6.6.1 Permanent Action G6.6.2 Variable Action Q
Load Combinations Verification philosophy of stability and
equilibrium
Results and Structural CheckResults and Structural CheckResults
and Structural CheckResults and Structural Check Main Results
7.1.1 Self Weight7.1.2 Tent Cover
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
INTRODUCTIONINTRODUCTIONINTRODUCTIONINTRODUCTION
................................................................................................................................REREFENCE
CODESREREFENCE CODESREREFENCE CODESREREFENCE CODES
................................................................................................................................
ESCRIPTIONESCRIPTIONESCRIPTIONESCRIPTIONUse and Operation
................................
Periodic thorough examinationInstallation examinationHeating and
cooking systemsElectrical fittingsFire extinguishers
BURNING BEHAVIOURBURNING BEHAVIOURBURNING BEHAVIOURBURNING
BEHAVIOUR
................................................................................................................................European
Standards ................................National Standards –
................................................................................................................................Structual
steel ................................
................................................................Tension
Elements ................................
................................................................................................................................................................................................................................................................Structural
Self-WeightNon structural load ................................Wind
Load ................................Snow Load
................................Seismic Load
................................Load Cases
................................
Permanent Action GVariable Action Q
Load Combinations ................................Verification
philosophy of stability and equilibrium
Results and Structural CheckResults and Structural CheckResults
and Structural CheckResults and Structural CheckMain Results
................................
Self Weight ................................Tent Cover
................................
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
ESCRIPTIONESCRIPTIONESCRIPTIONESCRIPTION
................................................................................................................................................................
Periodic thorough examinationInstallation examination
................................Heating and cooking
systemsElectrical fittings ................................Fire
extinguishers ................................
................................................................................................................................................................FRANCE
................................
................................................................................................................................................................................................................................................................................................................................
................................................................................................................................................................................................
Weight
................................................................
................................................................................................................................
................................................................................................................................
Permanent Action Gk ................................Variable
Action Qk ................................
................................Verification philosophy of
stability and equilibrium
Results and Structural CheckResults and Structural CheckResults
and Structural CheckResults and Structural Check
................................................................................................................................................................................................
................................
................................
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
................................................................................................................................................................................................................................................................
................................................................................................................................................................................................................................................................................................................................
Periodic thorough examination
................................................................
Heating and cooking systems
................................................................................................
................................................................................................................................................................................................................................................................................................................................
................................................................................................
................................................................................................................................................................................................................................................................................................
................................................................................................................................................................................................................................................................................................................................................................................................
................................................................................................................................
................................................................................................................................
................................................................................................
................................................................................................................................
................................................................Verification
philosophy of stability and equilibrium
................................................................................................................................................................................................................................................................................................................................
................................................................
................................................................
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
................................................................................................................................................................................................................................................................................................................................
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................................................................................................................................................................................................................................................................................................................................................................................................
................................................................................................................................................................................................
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................................................................................................................................................................................................................................................................................................................................
................................................................................................................................
................................................................
................................................................................................
................................................................................................
................................................................Verification
philosophy of stability and equilibrium
................................
................................................................................................................................................................
................................................................
................................................................
................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
................................................................................................................................................................................................
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P.O.I.:
Rev. No.: Rev. No.: Rev. No.: Rev. No.:
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....................................................................................................................................................................................................5555
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........................................................................................................................7777
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8
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7.2
7.3 8888 Load Bearing Structure PictureLoad Bearing Structure
PictureLoad Bearing Structure PictureLoad Bearing Structure
Picture9999 Calculation ReportCalculation ReportCalculation
ReportCalculation Report
First Issue
7.1.3 Wind L Structural Check
7.2.1 SLS Check7.2.2 ULS Check7.2.3 Ground7.2.4 Overturning,
Sliding and Lifting Check
Design of JointsLoad Bearing Structure PictureLoad Bearing
Structure PictureLoad Bearing Structure PictureLoad Bearing
Structure PictureCalculation ReportCalculation ReportCalculation
ReportCalculation Report
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
Wind Load ................................Structural Check
................................
SLS Check ................................ULS Check
................................Ground AnchoragesOverturning,
Sliding and Lifting Check
Design of Joints ................................Load Bearing
Structure PictureLoad Bearing Structure PictureLoad Bearing
Structure PictureLoad Bearing Structure PictureCalculation
ReportCalculation ReportCalculation ReportCalculation Report
................................................................................................................................
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
................................................................................................
................................................................................................
Anchorages ................................Overturning, Sliding
and Lifting Check
................................................................Load
Bearing Structure PictureLoad Bearing Structure PictureLoad Bearing
Structure PictureLoad Bearing Structure Picture
................................................................................................................................
................................................................................................................................................................................................................................................................
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
................................................................................................................................
................................................................................................................................
Overturning, Sliding and Lifting Check
................................................................
................................................................................................................................................................................................................................................................................................................................................................................................
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
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...........................................................................................
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1111 The aim of this document is to show structure shown in
Figure
The steel structure is installed and used as boats storage. It
will be hot galvanized.9.60m. The overall plan dimensionshave an
height of 6m.once the structure is erected.structure of 3,50m. The
Spiral strands are then connected at the elevation of +2.00m and
+6.00m. Only thelevation of +2.57m, +6.00m and +9.60m.For a safe
use of the structure it must be respected the “general
prescriptions” described in §2 of this document.
9.00 m
First Issue
IIIINTRODNTRODNTRODNTRODaim of this document is to show
structure shown in Figure
The steel structure is installed and used as boats storage. It
will be hot galvanized.
The overall plan dimensionshave an height of 6m.once the
structure is erected.structure of 3,50m. The Spiral strands are
then connected at the elevation of +2.00m and +6.00m. Only the
central ropes of the front side consist of three spiral strands at
the elevation of +2.57m, +6.00m and +9.60m.For a safe use of the
structure it must be respected the “general prescriptions”
described in §2 of this document.
9.00 m
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
NTRODNTRODNTRODNTRODUCTIONUCTIONUCTIONUCTIONaim of this document
is to show
structure shown in Figure 1, owned by CNPF in Port Frejus,
France.
Figure
The steel structure is installed and used as boats storage. It
will be hot galvanized. The roof has a segmental arch shape with a
total height at the center of
The overall plan dimensionshave an height of 6m. The base conce
the structure is erected. structure of 3,50m. The Spiral strands
are then connected at the elevation of +2.00m and
e central ropes of the front side consist of three spiral
strands at the elevation of +2.57m, +6.00m and +9.60m.For a safe
use of the structure it must be respected the “general
prescriptions” described in §2 of this document.
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
UCTIONUCTIONUCTIONUCTION aim of this document is to show the
structural design and calculation of the temporary
1, owned by CNPF in Port Frejus, France.
Figure 1-1 3D Model of the Temporary structure
The steel structure is installed and used as boats storage. It
The roof has a segmental arch shape with a total height at the
center of
The overall plan dimensions , shown in Figure The base columns
are equipped with rubber wheels that
The anchor points of the Spiral strands have a distance from the
structure of 3,50m. The Spiral strands are then connected at the
elevation of +2.00m and
e central ropes of the front side consist of three spiral
strands at the elevation of +2.57m, +6.00m and +9.60m.For a safe
use of the structure it must be respected the “general
prescriptions” described in
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
the structural design and calculation of the temporary 1, owned
by CNPF in Port Frejus, France.
3D Model of the Temporary structure
The steel structure is installed and used as boats storage. It
The roof has a segmental arch shape with a total height at the
center of
shown in Figure olumns are equipped with rubber wheels that
The anchor points of the Spiral strands have a distance from the
structure of 3,50m. The Spiral strands are then connected at the
elevation of +2.00m and
e central ropes of the front side consist of three spiral
strands at the elevation of +2.57m, +6.00m and +9.60m. For a safe
use of the structure it must be respected the “general
prescriptions” described in
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
the structural design and calculation of the temporary 1, owned
by CNPF in Port Frejus, France.
3D Model of the Temporary structure
The steel structure is installed and used as boats storage. It
consists of trussed elements that The roof has a segmental arch
shape with a total height at the center of
shown in Figure 1, are 9m x olumns are equipped with rubber
wheels that
The anchor points of the Spiral strands have a distance from the
structure of 3,50m. The Spiral strands are then connected at the
elevation of +2.00m and
e central ropes of the front side consist of three spiral
strands at the
For a safe use of the structure it must be respected the
“general prescriptions” described in
the structural design and calculation of the temporary 1, owned
by CNPF in Port Frejus, France.
3D Model of the Temporary structure
consists of trussed elements that The roof has a segmental arch
shape with a total height at the center of
1, are 9m x 10.2m and the lateral walls olumns are equipped with
rubber wheels that
The anchor points of the Spiral strands have a distance from the
structure of 3,50m. The Spiral strands are then connected at the
elevation of +2.00m and
e central ropes of the front side consist of three spiral
strands at the
For a safe use of the structure it must be respected the
“general prescriptions” described in
10.20m
Job No. : Job No. : Job No. : Job No. :
P.O.I.:
Rev. No.: Rev. No.: Rev. No.: Rev. No.:
the structural design and calculation of the temporary
consists of trussed elements that The roof has a segmental arch
shape with a total height at the center of
m and the lateral walls olumns are equipped with rubber wheels
that
The anchor points of the Spiral strands have a distance from the
structure of 3,50m. The Spiral strands are then connected at the
elevation of +2.00m and
e central ropes of the front side consist of three spiral
strands at the
For a safe use of the structure it must be respected the
“general prescriptions” described in
10.20 m
Job No. : Job No. : Job No. : Job No. :
Rev. No.: Rev. No.: Rev. No.: Rev. No.: 01
5 / 61
the structural design and calculation of the temporary
consists of trussed elements that The roof has a segmental arch
shape with a total height at the center of
m and the lateral walls are blocked
The anchor points of the Spiral strands have a distance from the
structure of 3,50m. The Spiral strands are then connected at the
elevation of +2.00m and
e central ropes of the front side consist of three spiral
strands at the
For a safe use of the structure it must be respected the
“general prescriptions” described in
+6.00m
+9.60m
consists of trussed elements that The roof has a segmental arch
shape with a total height at the center of
m and the lateral walls are blocked
The anchor points of the Spiral strands have a distance from the
structure of 3,50m. The Spiral strands are then connected at the
elevation of +2.00m and
e central ropes of the front side consist of three spiral
strands at the
For a safe use of the structure it must be respected the
“general prescriptions” described in
-
XXXXXXXX | Fir
2222 The referenctechnical rules developed by the European
Committee for Standardisation for the structural design of
construction works in the European Union. The following Eurocodes
are used:
• EN 13782:2005 • EN 1990:2004 • EN 1991
imposed loads for buildings• EN 1991
Snow loads• EN 1991
Wind actions• EN 1993
buildings.• EN 1993
design.• EN 1993
First Issue
REREFENCE CODESREREFENCE CODESREREFENCE CODESREREFENCE CODESThe
reference codes for structural calculation are Eurocodes. technical
rules developed by the European Committee for Standardisation for
the structural design of construction works in the European
Union.
The following Eurocodes are used:EN 13782:2005 EN 1990:2004 EN
1991-1-1:2004 imposed loads for buildingsEN 1991-1-3:2004 Snow
loads EN 1991-1-4:2004 Wind actionsEN 1993-1-1: buildings. EN
1993-1-2: design. EN 1993-1-8: Eurocode 3: Design of steel
structures
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
REREFENCE CODESREREFENCE CODESREREFENCE CODESREREFENCE CODESe
codes for structural calculation are Eurocodes.
technical rules developed by the European Committee for
Standardisation for the structural design of construction works in
the European Union.
The following Eurocodes are used:EN 13782:2005 Temporary
structures EN 1990:2004 Eurocode: Basis of structural design
1:2004 Eurocode 1: Actions on structuresimposed loads for
buildings
3:2004 Eurocode 1: Actions 4:2004 Eurocode 1: Actions on
structures
Wind actions 1: Eurocode 3: Design of steel structures
2: Eurocode 3: Design of steel structures
8: Eurocode 3: Design of steel structures
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
REREFENCE CODESREREFENCE CODESREREFENCE CODESREREFENCE CODESe
codes for structural calculation are Eurocodes.
technical rules developed by the European Committee for
Standardisation for the structural design of construction works in
the European Union.
The following Eurocodes are used: Temporary structures
Eurocode: Basis of structural designEurocode 1: Actions on
structures
imposed loads for buildings. Eurocode 1: Actions
Eurocode 1: Actions on structures
Eurocode 3: Design of steel structures
Eurocode 3: Design of steel structures
8: Eurocode 3: Design of steel structures
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
REREFENCE CODESREREFENCE CODESREREFENCE CODESREREFENCE CODES e
codes for structural calculation are Eurocodes.
technical rules developed by the European Committee for
Standardisation for the structural design of construction works in
the European Union.
Temporary structures - Tents Eurocode: Basis of structural
design
Eurocode 1: Actions on structures
Eurocode 1: Actions on structures
Eurocode 1: Actions on structures
Eurocode 3: Design of steel structures
Eurocode 3: Design of steel structures
8: Eurocode 3: Design of steel structures
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
e codes for structural calculation are Eurocodes. technical
rules developed by the European Committee for Standardisation for
the structural design of construction works in the European
Union.
Tents - SafetyEurocode: Basis of structural design.
Eurocode 1: Actions on structures -
on structures –
Eurocode 1: Actions on structures –
Eurocode 3: Design of steel structures - General rules and rules
for
Eurocode 3: Design of steel structures - General rules
8: Eurocode 3: Design of steel structures - Design of
joints.
e codes for structural calculation are Eurocodes. They are a set
of harmonized technical rules developed by the European Committee
for Standardisation for the structural
- Part 1-1: Densities, self
– Part 1-3: General actions
– Part 1-4: General actions
General rules and rules for
General rules
Design of joints.
Job No. : Job No. : Job No. : Job No. :
P.O.I.:
Rev. No.: Rev. No.: Rev. No.: Rev. No.:
are a set of harmonized technical rules developed by the
European Committee for Standardisation for the structural
1: Densities, self
3: General actions
4: General actions
General rules and rules for
General rules - Structural fire
Design of joints.
Job No. : Job No. : Job No. : Job No. :
Rev. No.: Rev. No.: Rev. No.: Rev. No.: 01
6 / 61
are a set of harmonized technical rules developed by the
European Committee for Standardisation for the structural
1: Densities, self-weight,
3: General actions -
4: General actions -
General rules and rules for
Structural fire
weight,
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3333 The following technical prescriptions have to be followed
in order to safely use
1. The structure must always be fixed at the ground through
tension components
2. In case of snow accumulation on the load bearing structure,
it is important with the removal of the same by mechanical
suitable
3.13.13.13.1 According to EN 13782: 2004 prescriptions have to
be respected.
3.1.1 Each tent should be examined prior to the end The period
between two thorough examinations should be done according to local
regulation but should not be longer than 3 years.In general the
examination should be carried out on the erected tent.
Exceptionally there cbe the possibility to check the tent being
dismantled.Mainly the following checks should be performed:
• correct erection;• check of the structure, especially of
modified, repaired or exchanged parts;• identification of damages,
tearing and corrosion;• check of safety devices (if appropriate);•
fulfilment of conditions from previous examinations.
3.1.2 3.1.2.13.1.2.13.1.2.13.1.2.1 Tents should be subjected to
an installation examination after each new installation, carried
out by competent experts.3.1.2.23.1.2.23.1.2.23.1.2.2 The following
procedure should be performed:
• observance of the conditions imposed by the tent book and
their fulfilment;
First Issue
GENERAL PRESCRIPTIONGENERAL PRESCRIPTIONGENERAL
PRESCRIPTIONGENERAL PRESCRIPTIONThe following technical
prescriptions have to be followed in order to safely use
The structure must always be fixed at the ground through tension
components In case of snow accumulation on the load bearing
structure, it is important with the removal of the same by
mechanical suitable devices
UUUUse and Operationse and Operationse and Operationse and
OperationAccording to EN 13782: 2004 prescriptions have to be
respected.
Periodic thorough examinationPeriodic thorough
examinationPeriodic thorough examinationPeriodic thorough
examinationEach tent should be examined prior to the end The period
between two thorough examinations should be done according to local
regulation but should not be longer than 3 years.In general the
examination should be carried out on the erected tent.
Exceptionally there cbe the possibility to check the tent being
dismantled.Mainly the following checks should be performed:
correct erection;check of the structure, especially of modified,
repaired or exchanged parts;identification of damages, tearing and
corrosion;check of safety devices (if appropriate);fulfilment of
conditions from previous examinations.
Installation examinationInstallation examinationInstallation
examinationInstallation examination
GeneralGeneralGeneralGeneral
Tents should be subjected to an installation examination after
each new installation, carried out by competent experts.
Extent Extent Extent Extent of installation examinationof
installation examinationof installation examinationof installation
examinationThe following procedure should be performed:
observance of the conditions imposed by the tent book and their
fulfilment;
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
GENERAL PRESCRIPTIONGENERAL PRESCRIPTIONGENERAL
PRESCRIPTIONGENERAL PRESCRIPTIONThe following technical
prescriptions have to be followed in order to safely use
The structure must always be fixed at the ground through tension
componentsIn case of snow accumulation on the load bearing
structure, it is important with the removal of the same by
mechanical
devices for the removal
se and Operationse and Operationse and Operationse and
OperationAccording to EN 13782: 2004 prescriptions have to be
respected.
Periodic thorough examinationPeriodic thorough
examinationPeriodic thorough examinationPeriodic thorough
examinationEach tent should be examined prior to the end The period
between two thorough examinations should be done according to local
regulation but should not be longer than 3 years.In general the
examination should be carried out on the erected tent.
Exceptionally there cbe the possibility to check the tent being
dismantled.Mainly the following checks should be performed:
correct erection; check of the structure, especially of
modified, repaired or exchanged parts;identification of damages,
tearing and corrosion;check of safety devices (if
appropriate);fulfilment of conditions from previous
examinations.
Installation examinationInstallation examinationInstallation
examinationInstallation examinationGeneralGeneralGeneralGeneral
Tents should be subjected to an installation examination after
each new installation, carried out by competent experts.
of installation examinationof installation examinationof
installation examinationof installation examinationThe following
procedure should be performed:
observance of the conditions imposed by the tent book and their
fulfilment;
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
GENERAL PRESCRIPTIONGENERAL PRESCRIPTIONGENERAL
PRESCRIPTIONGENERAL PRESCRIPTIONThe following technical
prescriptions have to be followed in order to safely use
The structure must always be fixed at the ground through tension
componentsIn case of snow accumulation on the load bearing
structure, it is important with the removal of the same by
mechanical
for the removal.
se and Operationse and Operationse and Operationse and Operation
According to EN 13782: 2004 Temporary structures prescriptions have
to be respected.
Periodic thorough examinationPeriodic thorough
examinationPeriodic thorough examinationPeriodic thorough
examinationEach tent should be examined prior to the end The period
between two thorough examinations should be done according to local
regulation but should not be longer than 3 years. In general the
examination should be carried out on the erected tent.
Exceptionally there cbe the possibility to check the tent being
dismantled.Mainly the following checks should be performed:
check of the structure, especially of modified, repaired or
exchanged parts;identification of damages, tearing and
corrosion;check of safety devices (if appropriate);fulfilment of
conditions from previous examinations.
Installation examinationInstallation examinationInstallation
examinationInstallation examination
Tents should be subjected to an installation examination after
each new installation, carried
of installation examinationof installation examinationof
installation examinationof installation examinationThe following
procedure should be performed:
observance of the conditions imposed by the tent book and their
fulfilment;
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
GENERAL PRESCRIPTIONGENERAL PRESCRIPTIONGENERAL
PRESCRIPTIONGENERAL PRESCRIPTION The following technical
prescriptions have to be followed in order to safely use
The structure must always be fixed at the ground through tension
componentsIn case of snow accumulation on the load bearing
structure, it is important with the removal of the same by
mechanical
Temporary structures
Periodic thorough examinationPeriodic thorough
examinationPeriodic thorough examinationPeriodic thorough
examination Each tent should be examined prior to the end of a
period given in the tent book.The period between two thorough
examinations should be done according to local regulation
In general the examination should be carried out on the erected
tent. Exceptionally there cbe the possibility to check the tent
being dismantled.Mainly the following checks should be
performed:
check of the structure, especially of modified, repaired or
exchanged parts;identification of damages, tearing and
corrosion;check of safety devices (if appropriate); fulfilment of
conditions from previous examinations.
Tents should be subjected to an installation examination after
each new installation, carried
of installation examinationof installation examinationof
installation examinationof installation examination The following
procedure should be performed:
observance of the conditions imposed by the tent book and their
fulfilment;
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
The following technical prescriptions have to be followed in
order to safely use
The structure must always be fixed at the ground through tension
componentsIn case of snow accumulation on the load bearing
structure, it is important with the removal of the same by
mechanical devices, by heating of the surfa
Temporary structures - Tents –
of a period given in the tent book.The period between two
thorough examinations should be done according to local
regulation
In general the examination should be carried out on the erected
tent. Exceptionally there cbe the possibility to check the tent
being dismantled.
check of the structure, especially of modified, repaired or
exchanged parts;identification of damages, tearing and
corrosion;
fulfilment of conditions from previous examinations.
Tents should be subjected to an installation examination after
each new installation, carried
observance of the conditions imposed by the tent book and their
fulfilment;
The following technical prescriptions have to be followed in
order to safely useThe structure must always be fixed at the ground
through tension componentsIn case of snow accumulation on the load
bearing structure, it is important
, by heating of the surfa
– Safety, the following
of a period given in the tent book.The period between two
thorough examinations should be done according to local
regulation
In general the examination should be carried out on the erected
tent. Exceptionally there c
check of the structure, especially of modified, repaired or
exchanged parts;
Tents should be subjected to an installation examination after
each new installation, carried
observance of the conditions imposed by the tent book and their
fulfilment;
Job No. : Job No. : Job No. : Job No. :
P.O.I.:
Rev. No.: Rev. No.: Rev. No.: Rev. No.:
The following technical prescriptions have to be followed in
order to safely use the structure:The structure must always be
fixed at the ground through tension componentsIn case of snow
accumulation on the load bearing structure, it is important
, by heating of the surfa
, the following
of a period given in the tent book. The period between two
thorough examinations should be done according to local
regulation
In general the examination should be carried out on the erected
tent. Exceptionally there c
check of the structure, especially of modified, repaired or
exchanged parts;
Tents should be subjected to an installation examination after
each new installation, carried
observance of the conditions imposed by the tent book and their
fulfilment;
Job No. : Job No. : Job No. : Job No. :
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7 / 61
the structure:The structure must always be fixed at the ground
through tension components. In case of snow accumulation on the
load bearing structure, it is important to proceed
, by heating of the surfaces or any
, the following
The period between two thorough examinations should be done
according to local regulation
In general the examination should be carried out on the erected
tent. Exceptionally there can
Tents should be subjected to an installation examination after
each new installation, carried
observance of the conditions imposed by the tent book and their
fulfilment;
the structure:
to proceed ces or any
The period between two thorough examinations should be done
according to local regulation
an
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• correct packing and anchoring according to the plans with
respect to the local ground conditions;
• checking • conformity with the construction documents,
existence of all essential load
components inclusive of bracing comparison of forms and
crosscarrying components. Attention is to be paid to the correct
incorporation, staiplatforms, linings, decorations and similar
equipment;
• suitability of the site of tent;• state of conservation of the
essential load
on site);• fastening.
3.1.3 Electrical heating systemOther heating system should be
put outside at a sufficient distance.The warmTo prepare meals and
drinks tents can be equipped with fireplaces in kitchens, these
areas should be seabsence, with the agreement by parts.
3.1.4 The electrical fittings should comply with the relevant EN
standards or, in absence, with the agreement by parts.
3.1.5 Types and numbers of extinguishers should be in accordance
with EN 3.
First Issue
correct packing and anchoring according to the plans with
respect to the local ground conditions; checking of
anchorage;conformity with the construction documents, existence of
all essential loadcomponents inclusive of bracing comparison of
forms and crosscarrying components. Attention is to be paid to the
correct incorporation, staiplatforms, linings, decorations and
similar equipment;suitability of the site of tent;state of
conservation of the essential loadon site); fastening.
Heating and cooking systemsHeating and cooking systemsHeating
and cooking systemsHeating and cooking systemsElectrical heating
systemOther heating system should be put outside at a sufficient
distance.The warm-air generators should be with heat exchangers.To
prepare meals and drinks tents can be equipped with fireplaces in
kitchens, these areas should be separated. The heating system
should comply with the relevant EN standards or, in absence, with
the agreement by parts.
Electrical fittingsElectrical fittingsElectrical
fittingsElectrical fittingsThe electrical fittings should comply
with the relevant EN standards or, in absence, with the agreement
by parts.
Fire extinguishersFire extinguishersFire extinguishersFire
extinguishersTypes and numbers of extinguishers should be in
accordance with EN 3.
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
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correct packing and anchoring according to the plans with
respect to the local ground
of anchorage;conformity with the construction documents,
existence of all essential loadcomponents inclusive of bracing
comparison of forms and crosscarrying components. Attention is to
be paid to the correct incorporation, staiplatforms, linings,
decorations and similar equipment;suitability of the site of
tent;state of conservation of the essential load
Heating and cooking systemsHeating and cooking systemsHeating
and cooking systemsHeating and cooking systemsElectrical heating
system can be installed in tents.Other heating system should be put
outside at a sufficient distance.
air generators should be with heat exchangers.To prepare meals
and drinks tents can be equipped with fireplaces in kitchens, these
areas
parated. The heating system should comply with the relevant EN
standards or, in absence, with the agreement by parts.
Electrical fittingsElectrical fittingsElectrical
fittingsElectrical fittingsThe electrical fittings should comply
with the relevant EN standards or, in absence, with the agreement
by parts.
Fire extinguishersFire extinguishersFire extinguishersFire
extinguishersTypes and numbers of extinguishers should be in
accordance with EN 3.
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
correct packing and anchoring according to the plans with
respect to the local ground
of anchorage; conformity with the construction documents,
existence of all essential loadcomponents inclusive of bracing
comparison of forms and crosscarrying components. Attention is to
be paid to the correct incorporation, staiplatforms, linings,
decorations and similar equipment;suitability of the site of tent;
state of conservation of the essential load
Heating and cooking systemsHeating and cooking systemsHeating
and cooking systemsHeating and cooking systemscan be installed in
tents.
Other heating system should be put outside at a sufficient
distance.air generators should be with heat exchangers.
To prepare meals and drinks tents can be equipped with
fireplaces in kitchens, these areas parated. The heating system
should comply with the relevant EN standards or, in
absence, with the agreement by parts.
Electrical fittingsElectrical fittingsElectrical
fittingsElectrical fittings The electrical fittings should comply
with the relevant EN standards or, in absence, with the
Fire extinguishersFire extinguishersFire extinguishersFire
extinguishers Types and numbers of extinguishers should be in
accordance with EN 3.
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
correct packing and anchoring according to the plans with
respect to the local ground
conformity with the construction documents, existence of all
essential loadcomponents inclusive of bracing comparison of forms
and crosscarrying components. Attention is to be paid to the
correct incorporation, staiplatforms, linings, decorations and
similar equipment;
state of conservation of the essential load-bearing construction
parts (random check
Heating and cooking systemsHeating and cooking systemsHeating
and cooking systemsHeating and cooking systems can be installed in
tents.
Other heating system should be put outside at a sufficient
distance.air generators should be with heat exchangers.
To prepare meals and drinks tents can be equipped with
fireplaces in kitchens, these areas parated. The heating system
should comply with the relevant EN standards or, in
The electrical fittings should comply with the relevant EN
standards or, in absence, with the
Types and numbers of extinguishers should be in accordance with
EN 3.
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
correct packing and anchoring according to the plans with
respect to the local ground
conformity with the construction documents, existence of all
essential loadcomponents inclusive of bracing comparison of forms
and crosscarrying components. Attention is to be paid to the
correct incorporation, staiplatforms, linings, decorations and
similar equipment;
bearing construction parts (random check
Other heating system should be put outside at a sufficient
distance.
air generators should be with heat exchangers. To prepare meals
and drinks tents can be equipped with fireplaces in kitchens, these
areas
parated. The heating system should comply with the relevant EN
standards or, in
The electrical fittings should comply with the relevant EN
standards or, in absence, with the
Types and numbers of extinguishers should be in accordance with
EN 3.
correct packing and anchoring according to the plans with
respect to the local ground
conformity with the construction documents, existence of all
essential loadcomponents inclusive of bracing comparison of forms
and cross-carrying components. Attention is to be paid to the
correct incorporation, staiplatforms, linings, decorations and
similar equipment;
bearing construction parts (random check
Other heating system should be put outside at a sufficient
distance.
To prepare meals and drinks tents can be equipped with
fireplaces in kitchens, these areas parated. The heating system
should comply with the relevant EN standards or, in
The electrical fittings should comply with the relevant EN
standards or, in absence, with the
Types and numbers of extinguishers should be in accordance with
EN 3.
Job No. : Job No. : Job No. : Job No. :
P.O.I.:
Rev. No.: Rev. No.: Rev. No.: Rev. No.:
correct packing and anchoring according to the plans with
respect to the local ground
conformity with the construction documents, existence of all
essential load--sections of load
carrying components. Attention is to be paid to the correct
incorporation, stai
bearing construction parts (random check
To prepare meals and drinks tents can be equipped with
fireplaces in kitchens, these areas parated. The heating system
should comply with the relevant EN standards or, in
The electrical fittings should comply with the relevant EN
standards or, in absence, with the
Types and numbers of extinguishers should be in accordance with
EN 3.
Job No. : Job No. : Job No. : Job No. :
Rev. No.: Rev. No.: Rev. No.: Rev. No.: 01
8 / 61
correct packing and anchoring according to the plans with
respect to the local ground
-bearing sections of load-
carrying components. Attention is to be paid to the correct
incorporation, staircases,
bearing construction parts (random check
To prepare meals and drinks tents can be equipped with
fireplaces in kitchens, these areas parated. The heating system
should comply with the relevant EN standards or, in
The electrical fittings should comply with the relevant EN
standards or, in absence, with the
correct packing and anchoring according to the plans with
respect to the local ground
parated. The heating system should comply with the relevant EN
standards or, in
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4444 The following is the itextile fabrics (for the covering of
temporary structures)
4.14.14.14.1 EN 1101:1996, Textiles and textile products
Detailed procedure to determine the ignitability of vertically
oriented specimens (small flame) EN 1102:1995, Textiles and textile
products Detailed procedure to determine the flame spread of
vertically oriented specimensEN 1624:1999, Textiles and textile
products textiles -EN 1625:1999, Textiles and textile products
textiles —EN 1363EN 1363EN 1364EN 1364EN 1365EN 1365EN 1365EN
1365EN 1365EN 1365EN 13501Classification using test data from
reaction to fire testsEN 13501Classification using data from fire
resistance te
First Issue
BURNING BEHAVIOURBURNING BEHAVIOURBURNING BEHAVIOURBURNING
BEHAVIOURThe following is the itextile fabrics (for the covering of
temporary structures)
EEEEuropean Standardsuropean Standardsuropean Standardsuropean
StandardsEN 1101:1996, Textiles and textile products Detailed
procedure to determine the ignitability of vertically oriented
specimens (small
EN 1102:1995, Textiles and textile products Detailed procedure
to determine the flame spread of vertically oriented specimensEN
1624:1999, Textiles and textile products
- Procedure to determine the flame sEN 1625:1999, Textiles and
textile products
— Procedure to determine the ignitability of vertically oriented
specimensEN 1363-1, Fire resistance tests EN 1363-2, Fire
resistance tests EN 1364-1, Fire resistance tests for nonEN 1364-2,
Fire resistance tests for nonEN 1365-1, Fire resistance tests for
loadbearing elements EN 1365-2, Fire resistance tests for
loadbearing elements EN 1365-3, Fire resistance tests for
loadbearing elements EN 1365-4, Fire resistance tests for
loadbearing elements EN 1365-5, Fire resistance tests for
loadbearing elements EN 1365-6, Fire resistance tests for
loadbearing elements EN 13501-1, Fire classificatioClassification
using test data from reaction to fire testsEN 13501-2, Fire
classification of construction products and building elements
Classification using data from fire resistance te
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
BURNING BEHAVIOURBURNING BEHAVIOURBURNING BEHAVIOURBURNING
BEHAVIOURThe following is the identification of national standards
about the burning behaviour of textile fabrics (for the covering of
temporary structures)
uropean Standardsuropean Standardsuropean Standardsuropean
StandardsEN 1101:1996, Textiles and textile products Detailed
procedure to determine the ignitability of vertically oriented
specimens (small
EN 1102:1995, Textiles and textile products Detailed procedure
to determine the flame spread of vertically oriented specimensEN
1624:1999, Textiles and textile products
Procedure to determine the flame sEN 1625:1999, Textiles and
textile products
Procedure to determine the ignitability of vertically oriented
specimens1, Fire resistance tests 2, Fire resistance tests 1, Fire
resistance tests for non2, Fire resistance tests for non1, Fire
resistance tests for loadbearing elements 2, Fire resistance tests
for loadbearing elements 3, Fire resistance tests for loadbearing
elements
resistance tests for loadbearing elements 5, Fire resistance
tests for loadbearing elements 6, Fire resistance tests for
loadbearing elements
1, Fire classificatioClassification using test data from
reaction to fire tests
2, Fire classification of construction products and building
elements Classification using data from fire resistance te
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
BURNING BEHAVIOURBURNING BEHAVIOURBURNING BEHAVIOURBURNING
BEHAVIOURdentification of national standards about the burning
behaviour of
textile fabrics (for the covering of temporary structures)
uropean Standardsuropean Standardsuropean Standardsuropean
Standards EN 1101:1996, Textiles and textile products Detailed
procedure to determine the ignitability of vertically oriented
specimens (small
EN 1102:1995, Textiles and textile products Detailed procedure
to determine the flame spread of vertically oriented specimensEN
1624:1999, Textiles and textile products
Procedure to determine the flame sEN 1625:1999, Textiles and
textile products
Procedure to determine the ignitability of vertically oriented
specimens1, Fire resistance tests — Part 12, Fire resistance tests
— Part 2: Alternative and additional procedures1, Fire resistance
tests for non-2, Fire resistance tests for non-1, Fire resistance
tests for loadbearing elements 2, Fire resistance tests for
loadbearing elements 3, Fire resistance tests for loadbearing
elements
resistance tests for loadbearing elements 5, Fire resistance
tests for loadbearing elements 6, Fire resistance tests for
loadbearing elements
n of construction products and building elements Classification
using test data from reaction to fire tests
2, Fire classification of construction products and building
elements Classification using data from fire resistance te
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
BURNING BEHAVIOURBURNING BEHAVIOURBURNING BEHAVIOURBURNING
BEHAVIOUR dentification of national standards about the burning
behaviour of
textile fabrics (for the covering of temporary structures)
EN 1101:1996, Textiles and textile products — Burning behaviour
Detailed procedure to determine the ignitability of vertically
oriented specimens (small
EN 1102:1995, Textiles and textile products — BurniDetailed
procedure to determine the flame spread of vertically oriented
specimensEN 1624:1999, Textiles and textile products — Burning
behaviour of industrial and technical
Procedure to determine the flame spread of vertically oriented
specimensEN 1625:1999, Textiles and textile products — Burning
behaviour of industrial and technical
Procedure to determine the ignitability of vertically oriented
specimensPart 1: General requirementsPart 2: Alternative and
additional procedures
-loadbearing elements -loadbearing elements
1, Fire resistance tests for loadbearing elements 2, Fire
resistance tests for loadbearing elements 3, Fire resistance tests
for loadbearing elements
resistance tests for loadbearing elements 5, Fire resistance
tests for loadbearing elements 6, Fire resistance tests for
loadbearing elements
n of construction products and building elements Classification
using test data from reaction to fire tests
2, Fire classification of construction products and building
elements Classification using data from fire resistance tests,
excluding ventilation services
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
dentification of national standards about the burning behaviour
of textile fabrics (for the covering of temporary structures).
Burning behaviour Detailed procedure to determine the
ignitability of vertically oriented specimens (small
Burning behaviour Detailed procedure to determine the flame
spread of vertically oriented specimens
Burning behaviour of industrial and technical pread of
vertically oriented specimens
Burning behaviour of industrial and technical Procedure to
determine the ignitability of vertically oriented specimens
: General requirementsPart 2: Alternative and additional
procedures
loadbearing elements loadbearing elements
1, Fire resistance tests for loadbearing elements — Part 1:
Walls2, Fire resistance tests for loadbearing elements — Part 2:
Floors and roofs3, Fire resistance tests for loadbearing elements —
Part 3: Beams
resistance tests for loadbearing elements — Part 4: Columns5,
Fire resistance tests for loadbearing elements — Part 5: Balconies
and walkways6, Fire resistance tests for loadbearing elements —
Part 6: Stairs
n of construction products and building elements Classification
using test data from reaction to fire tests
2, Fire classification of construction products and building
elements sts, excluding ventilation services
dentification of national standards about the burning behaviour
of
Burning behaviour — Curtains and drapes Detailed procedure to
determine the ignitability of vertically oriented specimens
(small
ng behaviour — Curtains and drapes Detailed procedure to
determine the flame spread of vertically oriented specimens
Burning behaviour of industrial and technical pread of
vertically oriented specimens
Burning behaviour of industrial and technical Procedure to
determine the ignitability of vertically oriented specimens
: General requirements Part 2: Alternative and additional
procedures
loadbearing elements — Part 1: Wallsloadbearing elements — Part
2: Ce
Part 1: WallsPart 2: Floors and roofsPart 3: BeamsPart 4:
ColumnsPart 5: Balconies and walkwaysPart 6: Stairs
n of construction products and building elements
2, Fire classification of construction products and building
elements sts, excluding ventilation services
Job No. : Job No. : Job No. : Job No. :
P.O.I.:
Rev. No.: Rev. No.: Rev. No.: Rev. No.:
dentification of national standards about the burning behaviour
of
Curtains and drapes Detailed procedure to determine the
ignitability of vertically oriented specimens (small
Curtains and drapes Detailed procedure to determine the flame
spread of vertically oriented specimens
Burning behaviour of industrial and technical pread of
vertically oriented specimens
Burning behaviour of industrial and technical Procedure to
determine the ignitability of vertically oriented specimens
Part 2: Alternative and additional procedures Part 1: Walls Part
2: Ceilings
Part 1: Walls Part 2: Floors and roofsPart 3: Beams Part 4:
Columns Part 5: Balconies and walkwaysPart 6: Stairs
n of construction products and building elements —
2, Fire classification of construction products and building
elements — sts, excluding ventilation services
Job No. : Job No. : Job No. : Job No. :
Rev. No.: Rev. No.: Rev. No.: Rev. No.: 01
9 / 61
dentification of national standards about the burning behaviour
of
Curtains and drapes —Detailed procedure to determine the
ignitability of vertically oriented specimens (small
Curtains and drapes —Detailed procedure to determine the flame
spread of vertically oriented specimens
Burning behaviour of industrial and technical pread of
vertically oriented specimens
Burning behaviour of industrial and technical Procedure to
determine the ignitability of vertically oriented specimens
Part 2: Floors and roofs
Part 5: Balconies and walkways
Part 1:
Part 2:
—
—
Burning behaviour of industrial and technical
Burning behaviour of industrial and technical
-
XXXXXXXX | Fir
4.24.24.24.2 NF P 92-according to their reaction to fireNF P
92-Electrical burner test used for flexible materialsFD G 07-test
to be usedNF G 07-45 degrees orientedspecimens NF G
07-destroyed
First Issue
NNNNational Standards ational Standards ational Standards
ational Standards -507:2004, Safety against fire
according to their reaction to fire-503:1995, Safety against
fire
Electrical burner test used for flexible materials-180:1985,
Textiles
test to be used -182:1985, Textiles
45 degrees orientedspecimens - Determination of flame spread
rate
-184:1985, Textiles destroyed
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
ational Standards ational Standards ational Standards ational
Standards 507:2004, Safety against fire
according to their reaction to fire503:1995, Safety against
fire
Electrical burner test used for flexible materials180:1985,
Textiles —
182:1985, Textiles —45 degrees oriented
Determination of flame spread rate184:1985, Textiles —
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
ational Standards ational Standards ational Standards ational
Standards –––– FRANCEFRANCEFRANCEFRANCE507:2004, Safety against
fire —
according to their reaction to fire 503:1995, Safety against
fire —
Electrical burner test used for flexible materials— Fire
behaviour
— Fire behaviour
Determination of flame spread rate— Behaviour in fire
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
FRANCEFRANCEFRANCEFRANCE — Building —
— Building materials Electrical burner test used for flexible
materials
Fire behaviour — Data for choosing standardized methods of
Fire behaviour — Measurement of flame spread p
Determination of flame spread rate Behaviour in fire —
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
— Interior fitting materials
Building materials —
Data for choosing standardized methods of
Measurement of flame spread p
— Classification method based on the surface
Interior fitting materials
— Reaction to fire tests
Data for choosing standardized methods of
Measurement of flame spread p
Classification method based on the surface
Job No. : Job No. : Job No. : Job No. :
P.O.I.:
Rev. No.: Rev. No.: Rev. No.: Rev. No.:
Interior fitting materials — Classification
Reaction to fire tests
Data for choosing standardized methods of
Measurement of flame spread properties of
Classification method based on the surface
Job No. : Job No. : Job No. : Job No. :
Rev. No.: Rev. No.: Rev. No.: Rev. No.: 01
10 / 61
Classification
Reaction to fire tests —
Data for choosing standardized methods of
roperties of
Classification method based on the surface
Classification
roperties of
Classification method based on the surface
-
XXXXXXXX | Fir
5555 The following are the main materials used.
5.15.15.15.1 All structural elements are steel characteristic of
the material. The section used for all elements of the temporary
structure is a 40x40x2,5 mm square hollow section shown in the
following picture extracted from the FEM software.
First Issue
MATERIALSMATERIALSMATERIALSMATERIALSThe following are the main
materials used.
SSSStructual steeltructual steeltructual steeltructual steelAll
structural elements are steel characteristic of the material.
The section used for all elements of the temporary structure is
a 40x40x2,5 mm square hollow section shown in the following picture
extracted from the FEM software.
Yielding strengthTensile strengthYoung ModulusPoisson
coefficientThermal Mass density
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
MATERIALSMATERIALSMATERIALSMATERIALS The following are the main
materials used.
tructual steeltructual steeltructual steeltructual steelAll
structural elements are steel characteristic of the material.
The section used for all elements of the temporary structure is
a 40x40x2,5 mm square hollow section shown in the following picture
extracted from the FEM software.
Yielding strengthTensile strengthYoung ModulusPoisson
coefficientThermal expansion coefficientMass density
DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE: DOCUMENT TITLE:
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”DOCUMENT NUMBER:
DOCUMENT NUMBER: DOCUMENT NUMBER: DOCUMENT NUMBER:
The following are the main materials used.
tructual steeltructual steeltructual steeltructual steel All
structural elements are steel Qcharacteristic of the material.
The section used for all elements of the temporary structure is
a 40x40x2,5 mm square hollow section shown in the following picture
extracted from the FEM software.
Figure 5-1
Yielding strength Tensile strength Young Modulus Poisson
coefficient
expansion coefficient
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
The following are the main materials used.
Q345. The following table shows the mechanical
The section used for all elements of the temporary structure is
a 40x40x2,5 mm square hollow section shown in the following picture
extracted from the FEM software.
1 Section 40x40x2,5mm
SSSSteelteelteelteel
expansion coefficient
CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT
TEMPORARY STRUCTURE “CNPF”CALCULATION REPORT TEMPORARY STRUCTURE
“CNPF”CALCULATION REPORT TEMPORARY STRUCTURE “CNPF”
. The following
