Solon Blue 230/07 User manual

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ASSEMBLY INSTRUCTIONS
S O L O N
STANDARD MODULES
SOLON Blue 230/07
SOLON Black 230/07 (01, 02)
SOLON Blue 220/03 (01, 07)
SOLON Black 280/10
SOLON Black 300/10
SOLON P220/6+/07
SOLON M230/6+/07 (01)
SOLON P220/6+
SOLON M230/6+
SOLON P180/6+
SOLON P130/6+
SOLON SE
Am Studio 16
12489 Berlin
phone:+4930–818790
fax: +4930–818799999
www.solon.com
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Contents of the Assembly Instructions for Standard Modules by the SOLON SE
Assembly Instructions SOLON Standard Modules
Assembly Instructions - Abstract
Annex 1
Snow Load on the Ground sk(Snow Load Zones) According to DIN 1055 Part 5
Annex 2
Speed Pressure (Wind Zones and Location of Site) according to DIN 1055 Sheet Part 4
Annex 3
Allowable Snow Loads on the Ground skallow According to DIN 1055 (07/2005) for SOLON Blue 230/07, SOLON
Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07), SOLON P220/6+/07, SOLON M230/6+/07, SOLON M230/6+/01
Sheet 1.1. – 1.2 :
 Maximumsupportandattachmentarea(insertingsystem)
 verticalassembly/pitchedrooforslantedroof

Sheet 2.1. – 2.2 :
 Maximumsupportandattachmentarea(insertingsystem)
 verticalassembly/flatroof

 Sheet 3.1. – 3.2 :
 Maximumloadcapacity–Optimumsupportandattachmentarea 
 verticalassembly/pitchedrooforslantedroof 

 Sheet 4.1. – 4.2 :
 Maximumloadcapacity-Optimumsupportandattachmentarea 
 verticalassembly/flatroof 

 Sheet 5.1. – 5.2 :
 Onlyoptimumsupportandattachmentareaallowed
horizontalassembly/pitchedrooforslantedroof

Sheet 6.1. – 6.2 :
 Onlyoptimumsupportandattachmentareaallowed
 horizontalassembly/flatroof
Annex 4
Allowable Snow Loads on the Ground skallow for SOLON P220/6+ and SOLON M230/6+
Sheet 1.1. – 1.2 :
 Maximumsupportandattachmentarea(insertingsystem)
 verticalassembly/pitchedrooforslantedroof

Sheet 2.1. – 2.2 :
 Maximumsupportandattachmentarea(insertingsystem)
 verticalassembly/flatroof

Sheet 3.1. – 3.2 :
 Maximumloadcapacity-Optimumsupportandattachmentarea
 verticalassembly/pitchedrooforslantedroof

 Sheet 4.1. – 4.2 :
 Maximumloadcapacity-Optimumsupportandattachmentarea
 verticalassembly/flatroof

Sheet 5.1. – 5.2 :
 Onlyoptimumsupportandattachmentareaallowed
 horizontalassembly/pitchedrooforslantedroof

Sheet 6.1. – 6.2 :
 Onlyoptimumsupportandattachmentareaallowed
 horizontalassembly/flatroof
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Annex 5
Allowable Snow Loads on the Ground skallow for SOLON P180/6+
Sheet 1.1. – 1.2 :
 Maximumsupportandattachmentarea(insertingsystem)
 verticalassembly/pitchedrooforslantedroof

Sheet 2.1. – 2.2 :
 Maximumsupportandattachmentarea(insertingsystem)
 verticalassembly/flatroof

Sheet 3.1. – 3.2 :
 Maximumloadcapacity-Optimumsupportandattachmentarea
 verticalassembly/pitchedrooforslantedroof

 Sheet 4.1. – 4.2 :
 Maximumloadcapacity-Optimumsupportandattachmentarea
 verticalassembly/flatroof

Sheet 5.1. – 5.2 :
 Onlyoptimumsupportandattachmentareaallowed
 horizontalassembly/pitchedrooforslantedroof

Sheet 6.1. – 6.2 :
 Onlyoptimumsupportandattachmentareaallowed
 horizontalassembly/flatroof
Annex 6
Allowable Snow Loads on the Ground skallow for SOLON P130/6+
Sheet 1.1. – 1.2 :
 Maximumsupportandattachmentarea(insertingsystem)
 verticalassembly/pitchedrooforslantedroof

 Sheet 2.1. – 2.2 :
 Maximumsupportandattachmentarea(insertingsystem)
 verticalassembly/flatroof

Sheet 3.1. – 3.2 :
 Maximumloadcapacity-Optimumsupportandattachmentarea
 verticalassembly/pitchedrooforslantedroof

Sheet 4.1. – 4.2 :
 Maximumloadcapacity-Optimumsupportandattachmentarea
 verticalassembly/flatroof

Sheet 5.1. – 5.2 :
 Onlyoptimumsupportandattachmentareaallowed
 horizontalassembly/pitchedrooforslantedroof

Sheet 6.1. – 6.2 :
 Onlyoptimumsupportandattachmentareaallowed
 horizontalassembly/flatroof

Annex 7
Allowable Snow Loads on the Ground skallow for SOLON Black 280/10 and SOLON Black 300/10
Sheet 1.1. – 1.2 :
 Maximumsupportandattachmentarea(insertingsystem)
 verticalassembly/pitchedrooforslantedroof

 Sheet 2.1. – 2.2 :
 Maximumsupportandattachmentarea(insertingsystem)
 verticalassembly/flatroof

Sheet 3.1. – 3.2 :
 Maximumloadcapacity-Optimumsupportandattachmentarea
 verticalassembly/pitchedrooforslantedroof

Sheet 4.1. – 4.2 :
 Maximumloadcapacity-Optimumsupportandattachmentarea
 verticalassembly/flatroof


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Annex 8
Usage Instructions – Examples
Annex 9
Check-list for Structural Engineer According to DIN 1055

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ASSEMBLY INSTRUCTIONS SOLON STANDARD MODULES
SOLONmodulesmayonlybeassembledbyqualifiedspecialistfirms.Pleaseobservethestandardsand
regulationsrelevantforPVsystems,likeVDEregulations(GermanAssociationforElectrical,Electronic&
InformationTechnologies),DINstandards,VDEWguideline(GermanPowerIndustriesAssociation),theTAB
(technicalconnectionconditions)oftheresponsiblenetworkoperatorsaswellastherulesoftheEmployer's
LiabilityInsuranceAssociationsforindustrialsafety.Non-compliancemayresultinconsiderablepersonal
injuriesanddamagetoproperty.

Thebasisforthedimensioning,theratingandtheconstructiverealizationofsolarsystemswithSOLON
modulesonroofconstructionsandsupportframesarethecurrentlyvalidstandardsandregulationslike
DIN 1055 Part 4 Wind Load(VersionMarch2005)andDIN 1055 Part 5 Snow Load(VersionJuly2005).
ThenewseriesofstandardsthathavebeguntogoverntheeffectsandloadassumptionsinGermanysince
January2007,containvaluesfortheformulationofwindandsnowloadsthatareconsiderablymore
precise.

Thesnow load on the groundskin kN/m²to be consideredinGermanyresultsfromtherespective
snowloadzone,thelocationofthebuildingandthegroundlevelelevationaboveseallevel(seeAnnex1
forsnowloadontheground).

Thewind load to be consideredmustbedeterminedforthelocationoftheprojectfromthewindzones
mapwhichallowsforthelocationofthesiteaswellasforfourwindzones.Forbuildingsuptoaheightof
25m,thewindloadcanbedeterminedusingasimplifiedprocedure.Dependingontheheightofthe
building,thewindloadisspecifiedasSpeed Pressure q in kN/m² (Annex2). 

Inordertoretainapracticaldefault,theallowable snow load to the ground skallow mustbetakenfrom
thetablesandcomparedwiththesnow load to the ground to be appliedsk.Therequirementsforan
assemblyapprovalforthemodulesaremetiftheallowablesnowloadaccordingtothetableislargerthan
thesnowloadtobeappliedforthelocationoftheassembly,thusskallow≥sk.Favorableassemblyconditions
willallowtheuseofthemodulesatthelargestapplicablewindandsnowloadsaccordingtoDIN1055.In
ordertoavoidincreasedstressonthemodulesintheedgezonesandcornerareas,itisnecessaryto
maintainminimumdistancesfromtheedgesofbuildingsortocarryoutseparatecalculations.

Thecalculationresults(Annex3through6)arealsobasedontheDIN 1055-100,Effects on Supporting
Structures(March2001)andtheDIN 4113,Aluminum Constructions (September2002).Theeffects
resultingfromthedeadweightofthemodules,windandsnowhavenotbeenconsideredindividually,but
havebeencombinedwithregardtotheirprobabilityofoccurrence.

Clearanceofthedepictedtypesofassemblyisgranteduptothemaximumresulting load carrying
capacity of the surface in kg per m2of module surface (Table1)thatisspecifiedforthemoduletype
andwhichmaynotbeexceeded.Dependingonthesupportandattachmentarea(maximumoroptimal)
andonthearrangementofthemodules(verticalorhorizontal),themaximumresultingloadcarrying
capacityofthesurfacecanbedetermined.

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Table 1:Maximum resulting load carrying capacity of the surface
Vertical arrangement of the modules Horizontal arrangementModul type
Maximumeditionand
Connectionarea
(forexample,inlaying
System)
Optimumeditionand
connectionarea
Optimumeditionand
connectionarea
SOLONBlue230/07≤125kg/m² ≤155kg/m² ≤125kg/m²
SOLONBlack230/07(01,02)≤125kg/m² ≤155kg/m² ≤125kg/m²
SOLONBlue220/03(01,07)≤125kg/m² ≤155kg/m² ≤125kg/m²
SOLONBlack280/10≤135kg/m² ≤150kg/m² ≤135kg/m²
SOLONBlack300/10≤135kg/m² ≤150kg/m² ≤135kg/m²
SOLONP220/6+/07≤125kg/m² ≤155kg/m² ≤125kg/m²
SOLONM230/6+/07≤125kg/m²≤155kg/m²≤125kg/m²
SOLONM230/6+/01≤125kg/m²≤155kg/m²≤125kg/m²
SOLONP220/6+≤125kg/m²≤155kg/m²≤125kg/m²
SOLONM230/6+≤125kg/m²≤155kg/m²≤125kg/m²
SOLONP180/6+≤150kg/m²≤195kg/m²≤150kg/m²
SOLONP130/6+≤230kg/m²≤275kg/m²≤230kg/m²
1. Assembly of Modules on Pitched or Slanted Roofs
(assembly parallel to the roof):
a) Vertical arrangement / assembly of the modules in the "Ms" area
>20
>20
optimal
M
s
M
s
a
min
a
Figure 1: Horizontal girder profiles
Sollbefestigungs- bzw. Sollauflagebereich
Attention!
Theframeofthemodulemustbeattachedto
therailsofthesubstructure(girderprofiles)at
fourpointsinthesameplaneinthearea
"Ms".

An attachment on the short spars is
not allowed on principle.
Slip protection:
Toprotectthemodulesfromslipping
duringtheinstallationonaninclined
plane, socketheadcapscrewsareinstalled
intheboreholesprovidedforthispurpose
(distanceaoptimal)inthelongitudinalspars.
Securingthescrewsisaccomplishedwith
toothedlockwashersandnutsorwith
self-lockingnuts.Recommended:Screw
DIN912-M6x10VAwithtoothedlock
washerDIN6797-A6,4andnutDIN555-
M6VA.

Re
q
uiredareaforattachmentandsu
pp
ort


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Table 2: Assembly area "MS" – vertical assembly
Standardmodule L
[mm]
B
[mm]
aoptimal
[mm]
amin
[mm]
MS
[mm]
SOLON Blue 230/07 1.640
1.000
980
510
565
SOLON Black 230/07 (01, 02) 1.640
1.000
980
510
565
SOLON Blue 220/03 (01, 07) 1.640
1.000
980
510
565
SOLON Black 280/10, 1.580
1.070
940
540
520
SOLON Black 300/10 1.580
1.070
940
540
520
SOLON P220/6+/07 1.640
1.000
980
510
565
SOLON M230/6+/07 1.640
1.000
980
510
565
SOLON M230/6+/01 1.640
1.000
980
510
565
SOLON P220/6+ 1.660
990
1.000
530
565
SOLON M230/6+ 1.660
990
1.000
530
565
SOLON P180/6+ 1.660
830
1.000
530
565
SOLON P130/6+ 1.500
680
900
470
515
b) Horizontal arrangement / assembly of the modules in the "Mw" area

M
w
M
w
a
optimal
M
w
a
optimal
M
w
Figure 2: Insertion profiles (a) Girder profiles (b) horizontal
Note!
UsageofanInsertion System
(Figure2)withsupportofthe
modulesontheouteredgeofthe
longsparsconstitutesthemost
extremestressfoeamodule,butis
approvedhoweverifthemoduleis
attachedorsupportedat4points
ofthelongsparsintherequired
area for attachment and
support.


(a)
(b)
(b)
(a)

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
Figure 3: Horizontal insertion profiles Figure 4: Vertical girder profiles








Standardmodule L
[mm]
B
[mm]
aoptimal
[mm]
MW
[mm]
SOLON Blue 230/07 1.640
1.000
980
150
SOLON Black 230/07 (01, 02)
1.640
1.000
980
150
SOLON Blue 220/03 (01, 07) 1.640
1.000
980
150
SOLON Black 280/10, 1.580
1.070
940
145
SOLON Black 300/10 1.580
1.070
940
145
SOLON P220/6+/07 1.640
1.000
980
150
SOLON M230/6+/07 1.640
1.000
980
150
SOLON M230/6+/01 1.640
1.000
980
150
SOLON P220/6+ 1.660
990
1.000
150
SOLON M230/6+ 1.660
990
1.000
150
SOLON P180/6+ 1.660
830
1.000
200
SOLON P130/6+ 1.500
680
900
300
2. Assembly of Modules on Flat Roofs (installation on supports, assembly non-parallel to
the roof):

Wheninstallingmodulesonflatroofs,itisrecommendedtouseasubstructurewhichprovidesanoptimal
supportintheareaoftheslipprotectionboreholeswithoutspecialefforts.

Dependingonthetypeofassembly(horizontalorvertical),theframeofthemodulemustalwaysbe
attached(withoutdeformation)totherailsofthesubstructure(girderprofiles)atfourpointsinoneplane
intherespectivelyspecifiedinstallationarea"Mw" or "Ms".Otherwisethedetailsfrom"Assemblyof
ModulesonPitchedorSlantedRoofs"(Item1.)apply.
3. General Notes
Whenusingcommerciallyavailableassemblysystems,minimalstressforthemodulesisachievedby
optimalpositioningofthemountingrailsaswellassupportandattachmentintheareaoftheboreholes
(distanceaoptimal)!Atthis,itisalwaysassumedthatthecommerciallyavailableassemblysystemsthatare
used,whichcannotbeconsideredintheassemblyinstructions,correspondtothelateststateof
technology.Thedimensioningofthesubstructuremustberealizedinawaythatallowsdeflectionof
l/200,butnotexceedingamaximumof15mm.Makesurethattheroofconstructionitselfissuitable!

Attachmentdirectlyontheframe(usingtheslipprotectionboreholesofthelongspar)withhigh-strength
boltsM6madeofstainlesssteelwithoutpre-stressingisallowedifwasherswithadiameterofatleast14
mmareusedandtheconnectioniscarriedoutwithoutstress.
Table 3: Assembly area "MW" – horizontal assembly
Attention!
Wheninstallingmoduleshorizontally,approvalisonlygivenfortheoptimalattachmentarea"Mw",
irregardlessoftheassemblysystem.

Theframeofthemodulemustbeconnectedtotherailsofthesubstructure(girderprofiles)at

fourpointsinthearea"Mw".


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
Attention! When attaching the modules, bear in mind that the material expands with
temperature changes. Therefore, we recommend a minimum distance of 20 mm between
modules.

Modules may not be allowed to stand in water. Rain and snowmelt must be allowed to drain
freely. Drainage boreholes may not be used for the assembly.
The entrance of the modules can cause irreparable damages. These damages are not secured by
the product guarantee and achievement guarantee.

Shoulditberequiredbythecircumstances,forinstanceforpersonalprotectionmeasureswhenusing
transformer-lessd.c/a.cconvertersaccordingtotheinstructionsoftheconvertermanufacturer,the
SOLONmodulesprovideapossibilitytoconnectpotentialequalizationcablesforgroundingallmetallic
componentsofanelectricalsystem(eachindividualmoduleframe)withthe4.5mmboreholesinall4
spars.
Alternativelytheslipprotectionboreholescanbeusedforthistooiftheyarenotneeded(e.g.ininsertion
systems).

Subjecttotechnicalchanges.Theassemblyinstructionsareonlyvalidincombinationwiththedata
sheets,thegeneraltermsandconditionsandthewarrantyandperformanceguaranteesoftheSOLONPV
GmbHandSOLONNordGmbHintheirrespectivelyvalidversion.SOLONdoesnotassumeliabilityfor
theseassemblyinstructionsandpossibleconsequentialdamage,withtheexceptionoftheliability
regardingproductliabilitylawandtheliabilityresultingfromdeliberateactsandgrossnegligence.

Detailed calculation results of the allowable snow loads skallow for the modules SOLON BLUE
230/07, SOLON BLACK 230/07 (01, 02), SOLON Blue 220/03 (01,07),
SOLON P220/6+/07, SOLON M230/6+/07, SOLON M230/6+/01, SOLON P220/6+,
SOLON P180/6+ und SOLON P130/6+are described in the Annexes 3 through 6 for the following
assembly variants:

1. Vertical assembly of the modules
Maximumattachmentandsupportarea(pitchedroof) (Annexes3-6,sheets1.1and1.2)
Maximumattachmentandsupportarea(flatroof)  (Annexes3-6,sheets2.1and2.2)
Optimumattachmentandsupportarea(pitchedroof) (Annexes3-6,sheets3.1and3.2)
Optimumattachmentandsupportarea(flatroof)  (Annexes3-6,sheets4.1and4.2)

2. Horizontal assembly of the modules
Onlyoptimumattachmentandsupportarea(pitchedroof) (Annexes3-6,sheets5.1and5.2)
Onlyoptimumattachmentandsupportarea(flatroof) (Annexes3-6,sheets6.1and6.2)

Incaseofquestionsorlackofclarity,thespecialistfirmscarryingouttheassemblycandirectlyreferto
theircontractualpartneroranaccreditedstructuralengineer.SOLONcannametherespectiveexperts
uponrequest.Pleasealsousethechecklist"Technical Dimensioning Guide for the Assembly of
SOLON Modules"forthis.Youcanfinddetailsforthisonourhomepage(www.solonag.com).


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ABSTRACT OF THE ASSEMBLY INSTRUCTIONS FOR SOLON STANDARD MODULES
Approvaloftheassemblymethodsshownhereisonlygivenuptothespecifiedresultingloadcarrying
capacityofthesurfaceinkNperm²ofmodulesurface,whichcanbefoundintheassemblyinstructions
fortherespectivemodule(Table1).Thisisthebasisforthecalculationoftheallowablesnowloadonthe
groundskallow(Annexes3through6oftheAssemblyinstructions).Allresultsconformtothecurrentlyvalid
standardsandregulations(e.g.windloadaccordingtoDIN1055-Part4(03/2005)andsnowload
accordingtoDIN1055-Part5(07/2005)).
1. Vertical Assembly 2. Horizontal Assembly
Horizontal girder profiles Vertical girder profiles
Theframeofthemodulemustbeconnectedwithoutdeformationatfourpointsintheareas"Ms"and
"Mw",respectively,totherailsofthesubstructure(girderprofiles).Anattachmenttotheshortsparsis
notallowedonprinciple.

M
w
M
w
a
optimal
a
min
M
s
M
s
Required area for attachment and support
a optimal

TechnicalService 
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StandardmoduleL
[mm]
B
[mm]
aoptimal
[mm]
amin
[mm]

MS
[mm]

MW
[mm]

SOLON Blue 230/07 1.640
1.000
980
510
565
150
SOLON Black 230/07 (01, 02) 1.640
1.000
980
510
565
150
SOLON Blue 220/03 (01, 07) 1.640
1.000
980
510
565
150
SOLON Black 280/10 1.580
1.070
940
540
520
145
SOLON Black 300/10 1.580
1.070
940
540
520
145
SOLON P220/6+/07 1.640
1.000
980
510
565
150
SOLON M230/6+/07 1.640
1.000
980
510
565
150
SOLON M230/6+/01 1.640
1.000
980
510
565
150
SOLON P220/6+ 1.660
990
1.000
530
565
150
SOLON M230/6+ 1.660
990
1.000
530
565
150
SOLON P180/6+ 1.660
830
1.000
530
565
200
SOLON P130/6+ 1.500
680
900
470
515
300
Follow please the detailed
assembly tips under
www.solon.com
SOLON SE
Am Studio 16
12489 Berlin
phone.: [phone]
fax: [phone]

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Annex 1
Snow load on the ground skin kN/m² according to DIN 1055 (Part 5) depending on the snow
load zone and the ground level elevation of the location of the building above sea level (m)
Snow load zone
sk(kN/m²)
Ground elevation of
the building site
above sea level (m) 1 1a 2 2a 3
<200 0.65 0.81 0.85 1.06 1.10
300 0.65 0.81 0.89 1.11 1.29
400 0.65 0.81 1.21 1.51 1.78
500 0.84 1.05 1.60 2.00 2.38
600 1.05 1.30 2.06 2.58 3.08
700 1.30 1.59 2.58 3.24 3.86
800 1.59 1.99 3.17 3.97 4.76
900 - - 3.82 4.79 5.76
1000 - - 4.55 5.69 6.86
1100 - - 5.34 6.68 8.06
1200 - - 6.19 7.74 9.36
1300 - - - - 10.76
1400 - - - - 12.26
1500 - - - - 13.88
Note:DeterminationofthesnowloadzoneforsitesinGermanyispossibleat:
www.dibt.de/de/Data/Schneelastzonen_nach_Verwaltungsgrenzen.xls
Annex 2
Speed pressure q in kN/m² according to DIN 1055 (Part 4) depending on the wind zone and
the location of the site as well as the height of the building h (simplified procedure for
building heights up to 25 m. On islands in the North Sea, this table applies only for
buildings up to 10 m)
Speed pressure q in kN/m²
for building heights h within the limits of …..
Wind zone and
location of site
up to 10 m above 10 m up to 18
m
above 18 m up to 25
m
1 inland0.50 0.65 0.75
inland0.65 0.80 0.902
BalticSeacoast/
islands
0.85 1.00 1.10
inland0.80 0.95 1.103
BalticSeacoast/
islands
1.05 1.20 1.30
inland 0.95 1.15 1.30
NorthSeacoast
BalticSeacoast/
islands
1.25 1.40 1.55
4
NorthSeaislands1.40 - -
Note:DeterminationofthewindzoneforsitesinGermanyispossibleat:
www.dibt.de/de/Data/Windzonen_nach_Verwaltungsgrenzen.xls

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Annex 3 Sheet 1.1
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07),
SOLON P220/6+/07 (Vertical Assembly / Pitched Roof or Slanted Roof)
AllowablesnowloadsonthegroundskallowinkN/m²accordingtoDIN1055-5(Version07.2005)
dependingonthepitchoftheroofandthemoduleandthespeedpressureqinkN/m²
Maximumsupportandattachmentarea
Speed pressure q = 0.65 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.42 1.43 1.44 1.46 1.47 1.48 1.49 1.50 1.51 1.52
20° 1.54 1.55 1.57 1.58 1.60 1.62 1.64 1.66 1.69 1.71
30° 1.74 1.83 1.93 2.04 2.16 2.29 2.44 2.60 2.78 2.99
40° 3.22 3.48 3.77 4.11 4.50 4.95 5.50 6.12 6.90 7.83
50° 8.94 10.37 12.20 14.54 17.81 22.49 29.39 41.43 66.03 137.18
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.75 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.41 1.42 1.43 1.44 1.45 1.47 1.47 1.48 1.49 1.50
20° 1.51 1.53 1.54 1.55 1.57 1.59 1.61 1.63 1.65 1.67
30° 1.70 1.79 1.88 1.99 2.10 2.23 2.37 2.53 2.70 2.90
40° 3.12 3.36 3.65 3.97 4.34 4.77 5.29 5.90 6.64 7.53
50° 8.60 9.97 11.72 13.96 17.09 21.57 28.19 39.71 63.26 131.37
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.85 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.39 1.40 1.41 1.42 1.44 1.45 1.46 1.46 1.47 1.48
20° 1.49 1.50 1.51 1.53 1.54 1.56 1.58 1.59 1.62 1.64
30° 1.66 1.74 1.83 1.93 2.05 2.17 2.30 2.45 2.62 2.80
40° 3.02 3.25 3.52 3.83 4.18 4.59 5.09 5.67 6.38 7.23
50° 8.25 9.57 11.24 13.39 16.37 20.66 26.98 37.99 60.50 125.56
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.95 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.38 1.39 1.40 1.41 1.42 1.44 1.44 1.45 1.45 1.46
20° 1.47 1.48 1.49 1.50 1.51 1.53 1.54 1.56 1.58 1.60
30° 1.62 1.70 1.79 1.88 1.99 2.10 2.23 2.38 2.53 2.71
40° 2.91 3.13 3.39 3.69 4.02 4.41 4.89 5.44 6.12 6.93
50° 7.91 9.16 10.76 12.81 15.66 19.74 25.77 36.28 57.73 119.75
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.00 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.37 1.38 1.39 1.40 1.41 1.43 1.43 1.44 1.44 1.45
20° 1.46 1.47 1.48 1.49 1.50 1.51 1.53 1.54 1.56 1.58
30° 1.60 1.68 1.76 1.86 1.96 2.07 2.20 2.34 2.49 2.67
40° 2.86 3.08 3.33 3.62 3.94 4.32 4.79 5.33 5.99 6.78
50° 7.74 8.96 10.52 12.52 15.30 19.29 25.17 35.42 56.34 116.85
60° No calculative consideration of the snow load, usable in all snow load zones.
SOLON BLUE 230/07, SOLON BLACK 230/07 (01, 02), SOLON Blue 220/03 (01,07), SOLON P220/6+/07,
SOLON M230/6+/07 (01) are structurally identical.

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Annex 3 Sheet 1.2
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07),
SOLON P220/6+/07 (Vertical Assembly / Pitched Roof or Slanted Roof)
AllowablesnowloadsonthegroundskallowinkN/m²accordingtoDIN1055-5(Version07.2005)
dependingonthepitchoftheroofandthemoduleandthespeedpressureqinkN/m²
Maximumsupportandattachmentarea
Speed pressure q = 1.05 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.36 1.37 1.38 1.39 1.41 1.42 1.42 1.43 1.43 1.44
20° 1.45 1.45 1.46 1.47 1.49 1.50 1.51 1.53 1.54 1.56
30° 1.58 1.66 1.74 1.83 1.93 2.04 2.16 2.30 2.45 2.62
40° 2.81 3.02 3.27 3.55 3.86 4.23 4.69 5.21 5.86 6.63
50° 7.57 8.76 10.28 12.23 14.94 18.83 24.57 34.56 54.96 113.95
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.15 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.35 1.36 1.37 1.38 1.39 1.40 1.40 1.41 1.41 1.42
20° 1.42 1.43 1.44 1.45 1.46 1.47 1.48 1.49 1.51 1.52
30° 1.54 1.61 1.69 1.78 1.87 1.98 2.09 2.22 2.37 2.53
40° 2.71 2.91 3.14 3.40 3.70 4.05 4.48 4.98 5.60 6.34
50° 7.22 8.35 9.80 11.65 14.23 17.91 23.36 32.84 52.19 108.14
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.25 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.33 1.34 1.35 1.36 1.37 1.39 1.39 1.39 1.39 1.40
20° 1.40 1.41 1.41 1.42 1.43 1.44 1.45 1.46 1.47 1.49
30° 1.50 1.57 1.64 1.73 1.82 1.91 2.03 2.15 2.28 2.43
40° 2.61 2.79 3.01 3.26 3.54 3.87 4.28 4.76 5.34 6.04
50° 6.88 7.95 9.32 11.07 13.51 17.00 22.15 31.12 49.42 102.33
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.30 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.32 1.33 1.34 1.35 1.37 1.38 1.38 1.38 1.38 1.39
20° 1.39 1.39 1.40 1.41 1.41 1.42 1.43 1.44 1.45 1.47
30° 1.48 1.55 1.62 1.70 1.79 1.88 1.99 2.11 2.24 2.39
40° 2.56 2.74 2.95 3.19 3.46 3.78 4.18 4.64 5.21 5.89
50° 6.70 7.75 9.08 10.78 13.15 16.54 21.55 30.26 48.04 99.42
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.40 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.31 1.32 1.33 1.34 1.35 1.36 1.36 1.36 1.36 1.36
20° 1.37 1.37 1.37 1.38 1.38 1.39 1.40 1.41 1.42 1.43
30° 1.44 1.50 1.57 1.65 1.73 1.82 1.92 2.04 2.16 2.30
40° 2.45 2.62 2.82 3.05 3.30 3.60 3.98 4.41 4.95 5.59
50° 6.36 7.34 8.60 10.20 12.44 15.63 20.34 28.54 45.27 93.61
60° No calculative consideration of the snow load, usable in all snow load zones.
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07), SOLON P220/6+/07,
SOLON M230/6+/07 (01) are structurally identical.
Annex 3 Sheet 2.1

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SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07),
SOLON P220/6+/07 (Vertical Assembly / Flat Roof)
AllowablesnowloadsonthegroundskallowinkN/m²accordingtoDIN1055-5(Version07.2005)
dependingonthepitchofthemoduleandthespeedpressureqinkN/m²
Maximumsupportandattachmentarea
Speed pressure q = 0.65 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.12 1.13 1.14 1.15 1.16 1.17 1.17 1.18 1.19 1.20
20° 1.20 1.21 1.23 1.24 1.25 1.26 1.28 1.29 1.31 1.33
30° 1.35 1.42 1.49 1.58 1.67 1.77 1.88 2.00 2.14 2.30
40° 2.47 2.67 2.89 3.15 3.44 3.78 4.20 4.67 5.26 5.97
50° 6.82 7.91 9.31 11.09 13.57 17.14 22.40 31.57 50.31 104.50
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.75 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.06 1.07 1.08 1.08 1.09 1.11 1.11 1.11 1.12 1.12
20° 1.13 1.14 1.15 1.16 1.17 1.18 1.19 1.20 1.22 1.23
30° 1.25 1.31 1.38 1.45 1.54 1.62 1.73 1.84 1.96 2.10
40° 2.25 2.43 2.63 2.86 3.11 3.42 3.79 4.22 4.75 5.39
50° 6.15 7.13 8.38 9.98 12.21 15.40 20.12 28.34 45.12 93.67
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.85 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.00 1.01 1.01 1.02 1.03 1.04 1.04 1.05 1.05 1.05
20° 1.06 1.06 1.07 1.08 1.08 1.09 1.10 1.11 1.12 1.14
30° 1.15 1.21 1.26 1.33 1.40 1.48 1.57 1.67 1.78 1.90
40° 2.04 2.19 2.37 2.57 2.79 3.06 3.39 3.77 4.24 4.80
50° 5.48 6.35 7.45 8.87 10.84 13.66 17.83 25.10 39.93 82.83
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.95 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 0.94 0.94 0.95 0.96 0.97 0.98 0.98 0.98 0.98 0.98
20° 0.98 0.99 0.99 1.00 1.00 1.01 1.01 1.02 1.03 1.04
30° 1.05 1.10 1.15 1.21 1.27 1.34 1.42 1.50 1.59 1.70
40° 1.82 1.95 2.10 2.28 2.47 2.70 2.99 3.32 3.73 4.22
50° 4.81 5.56 6.53 7.76 9.47 11.93 15.55 21.86 34.75 72.00
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.00 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 0.91 0.91 0.92 0.93 0.94 0.94 0.94 0.94 0.94 0.95
20° 0.95 0.95 0.95 0.96 0.96 0.96 0.97 0.98 0.98 0.99
30° 1.00 1.04 1.09 1.15 1.20 1.27 1.34 1.42 1.50 1.60
40° 1.71 1.83 1.97 2.13 2.31 2.52 2.79 3.10 3.47 3.93
50° 4.47 5.17 6.06 7.20 8.79 11.06 14.41 20.24 32.15 66.58
60° No calculative consideration of the snow load, usable in all snow load zones.
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07), SOLON P220/6+/07,
SOLON M230/6+/07 (01) are structurally identical.

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Annex 3 Sheet 2.2
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07),
SOLON P220/6+/07 (Vertical Assembly / Flat Roof)
AllowablesnowloadsonthegroundskallowinkN/m²accordingtoDIN1055-5(Version07.2005)
dependingonthepitchofthemoduleandthespeedpressureqinkN/m²
Maximumsupportandattachmentarea
Speed pressure q = 1.05 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 0.87 0.88 0.89 0.90 0.90 0.91 0.91 0.91 0.91 0.91
20° 0.91 0.91 0.91 0.92 0.92 0.92 0.93 0.93 0.94 0.94
30° 0.95 0.99 1.04 1.08 1.14 1.20 1.26 1.33 1.41 1.50
40° 1.60 1.71 1.84 1.99 2.15 2.34 2.59 2.87 3.22 3.64
50° 4.14 4.78 5.60 6.65 8.10 10.19 13.27 18.62 29.56 61.16
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.15 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 0.81 0.82 0.82 0.83 0.84 0.85 0.84 0.84 0.84 0.84
20° 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.85
30° 0.85 0.88 0.92 0.96 1.01 1.05 1.11 1.17 1.23 1.30
40° 1.38 1.47 1.58 1.69 1.83 1.98 2.18 2.42 2.71 3.05
50° 3.47 4.00 4.67 5.54 6.74 8.45 10.98 15.39 24.37 50.32
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.25 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 0.75 0.76 0.76 0.77 0.78 0.78 0.78 0.77 0.77 0.77
20° 0.76 0.76 0.76 0.76 0.75 0.75 0.75 0.75 0.75 0.75
30° 0.75 0.78 0.81 0.84 0.87 0.91 0.95 1.00 1.05 1.10
40° 1.17 1.24 1.31 1.40 1.50 1.62 1.78 1.97 2.20 2.47
50° 2.80 3.22 3.75 4.43 5.37 6.72 8.70 12.15 19.18 39.49
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.30 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 0.72 0.72 0.73 0.74 0.74 0.75 0.75 0.74 0.74 0.73
20° 0.73 0.72 0.72 0.72 0.71 0.71 0.71 0.70 0.70 0.70
30° 0.70 0.72 0.75 0.78 0.81 0.84 0.87 0.91 0.96 1.00
40° 1.06 1.12 1.18 1.26 1.34 1.44 1.58 1.74 1.94 2.18
50° 2.46 2.82 3.28 3.87 4.69 5.85 7.56 10.53 16.59 34.07
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.40 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 0.66 0.66 0.67 0.67 0.68 0.69 0.68 0.67 0.67 0.66
20° 0.65 0.65 0.64 0.63 0.63 0.62 0.62 0.61 0.61 0.60
30° 0.60 0.62 0.63 0.65 0.67 0.69 0.72 0.75 0.77 0.81
40° 0.84 0.88 0.92 0.97 1.02 1.08 1.18 1.29 1.43 1.59
50° 1.79 2.04 2.36 2.76 3.32 4.11 5.28 7.30 11.40 23.23
60° No calculative consideration of the snow load, usable in all snow load zones.
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07),SOLON P220/6+/07,
SOLON M230/6+/07 (01) are structurally identical

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Annex 3 Sheet 3.1
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07),
SOLON P220/6+/07 (Vertical Assembly / Pitched Roof or Slanted Roof)
AllowablesnowloadsonthegroundskallowinkN/m²accordingtoDIN1055-5(Version07.2005)
dependingonthepitchoftheroofandthemoduleandthespeedpressureqinkN/m²
Maximumloadcapacity–Optimumsupportandattachmentarea
Speed pressure q = 0.65 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.71 1.72 1.73 1.75 1.76 1.78 1.79 1.80 1.82 1.83
20° 1.85 1.87 1.89 1.91 1.93 1.95 1.98 2.01 2.04 2.07
30° 2.11 2.22 2.34 2.47 2.62 2.78 2.96 3.17 3.39 3.64
40° 3.92 4.24 4.60 5.02 5.49 6.05 6.72 7.49 8.43 9.57
50° 10.94 12.69 14.93 17.79 21.79 27.51 35.97 50.71 80.82 167.90
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.75 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.69 1.70 1.72 1.73 1.75 1.76 1.77 1.78 1.80 1.81
20° 1.82 1.84 1.86 1.88 1.90 1.92 1.95 1.98 2.00 2.03
30° 2.07 2.18 2.29 2.42 2.57 2.72 2.90 3.09 3.30 3.55
40° 3.82 4.12 4.48 4.88 5.33 5.87 6.51 7.26 8.17 9.27
50° 10.59 12.28 14.45 17.21 21.07 26.60 34.76 48.99 78.05 162.09
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.85 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.68 1.69 1.70 1.71 1.73 1.75 1.75 1.76 1.78 1.79
20° 1.80 1.82 1.83 1.85 1.87 1.89 1.92 1.94 1.97 2.00
30° 2.03 2.13 2.24 2.37 2.51 2.66 2.83 3.01 3.22 3.45
40° 3.72 4.01 4.35 4.74 5.17 5.69 6.31 7.03 7.91 8.97
50° 10.25 11.88 13.97 16.63 20.35 25.68 33.56 47.27 75.28 156.28
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.95 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.66 1.67 1.68 1.70 1.71 1.73 1.74 1.75 1.76 1.77
20° 1.78 1.79 1.81 1.83 1.84 1.86 1.88 1.91 1.93 1.96
30° 1.99 2.09 2.20 2.32 2.45 2.59 2.76 2.94 3.14 3.36
40° 3.62 3.90 4.22 4.60 5.01 5.51 6.11 6.80 7.65 8.68
50° 9.90 11.48 13.49 16.06 19.64 24.77 32.35 45.55 72.51 150.48
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.00 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.65 1.66 1.68 1.69 1.71 1.72 1.73 1.74 1.75 1.76
20° 1.77 1.78 1.80 1.81 1.83 1.85 1.87 1.89 1.91 1.94
30° 1.97 2.07 2.17 2.29 2.42 2.56 2.72 2.90 3.09 3.32
40° 3.57 3.84 4.16 4.52 4.93 5.42 6.01 6.69 7.52 8.53
50° 9.73 11.27 13.25 15.77 19.28 24.31 31.74 44.69 71.13 147.57
60° No calculative consideration of the snow load, usable in all snow load zones.
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07), SOLON P220/6+/07,
SOLON M230/6+/07 (01) are structurally identical.

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Annex 3 Sheet 3.2
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07),
SOLON P220/6+/07 (Vertical Assembly / Pitched Roof or Slanted Roof)
AllowablesnowloadsonthegroundskallowinkN/m²accordingtoDIN1055-5(Version07.2005)
dependingonthepitchoftheroofandthemoduleandthespeedpressureqinkN/m²
Maximumloadcapacity-Optimumsupportandattachmentarea
Speed pressure q = 1.05 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.64 1.66 1.67 1.68 1.70 1.71 1.72 1.73 1.74 1.75
20° 1.76 1.77 1.78 1.80 1.81 1.83 1.85 1.87 1.90 1.92
30° 1.95 2.04 2.15 2.26 2.39 2.53 2.69 2.86 3.05 3.27
40° 3.51 3.78 4.10 4.45 4.85 5.33 5.91 6.58 7.39 8.38
50° 9.56 11.07 13.01 15.48 18.92 23.86 31.14 43.83 69.74 144.67
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.15 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.63 1.64 1.65 1.67 1.68 1.70 1.70 1.71 1.72 1.72
20° 1.73 1.74 1.76 1.77 1.79 1.80 1.82 1.84 1.86 1.88
30° 1.91 2.00 2.10 2.21 2.34 2.47 2.62 2.79 2.97 3.18
40° 3.41 3.67 3.97 4.31 4.70 5.15 5.71 6.35 7.13 8.08
50° 9.21 10.67 12.53 14.90 18.21 22.94 29.93 42.11 66.97 138.86
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.25 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.61 1.63 1.64 1.65 1.67 1.68 1.69 1.69 1.70 1.70
20° 1.71 1.72 1.73 1.74 1.76 1.77 1.79 1.80 1.82 1.84
30° 1.87 1.96 2.05 2.16 2.28 2.41 2.55 2.71 2.89 3.09
40° 3.31 3.56 3.84 4.17 4.54 4.97 5.50 6.12 6.87 7.78
50° 8.87 10.26 12.05 14.32 17.49 22.03 28.73 40.39 64.20 133.05
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.30 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.61 1.62 1.63 1.64 1.66 1.67 1.68 1.68 1.69 1.69
20° 1.70 1.71 1.72 1.73 1.74 1.76 1.77 1.79 1.81 1.83
30° 1.85 1.93 2.03 2.13 2.25 2.38 2.52 2.67 2.84 3.04
40° 3.26 3.50 3.78 4.10 4.46 4.88 5.40 6.01 6.74 7.63
50° 8.70 10.06 11.81 14.03 17.13 21.57 28.12 39.53 62.82 130.14
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.40 kN/m²
α= β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.59 1.60 1.61 1.63 1.64 1.66 1.66 1.66 1.67 1.67
20° 1.68 1.68 1.69 1.70 1.71 1.73 1.74 1.75 1.77 1.79
30° 1.81 1.89 1.98 2.08 2.19 2.31 2.45 2.60 2.76 2.95
40° 3.16 3.39 3.65 3.96 4.30 4.70 5.20 5.78 6.48 7.34
50° 8.35 9.66 11.32 13.45 16.41 20.66 26.91 37.81 60.05 124.34
60° No calculative consideration of the snow load, usable in all snow load zones.
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07), SOLON P220/6+/07,
SOLON M230/6+/07 (01) are structurally identical.

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Annex 3 Sheet 4.1
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07),
SOLON P220/6+/07 (Vertical Assembly / Flat Roof)
AllowablesnowloadsonthegroundskallowinkN/m²accordingtoDIN1055-5(Version07.2005)
dependingonthepitchofthemoduleandthespeedpressureqinkN/m²
Maximumloadcapacity-Optimumsupportandattachmentarea
Speed pressure q = 0.65 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.41 1.42 1.43 1.44 1.45 1.46 1.47 1.48 1.49 1.50
20° 1.52 1.53 1.54 1.56 1.58 1.60 1.62 1.64 1.66 1.69
30° 1.72 1.81 1.90 2.01 2.13 2.26 2.41 2.57 2.74 2.95
40° 3.18 3.43 3.72 4.06 4.43 4.88 5.42 6.04 6.80 7.72
50° 8.82 10.23 12.03 14.34 17.55 22.17 28.98 40.84 65.09 135.23
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.75 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.34 1.35 1.36 1.37 1.39 1.40 1.41 1.41 1.42 1.43
20° 1.44 1.45 1.47 1.48 1.50 1.51 1.53 1.55 1.57 1.59
30° 1.62 1.70 1.79 1.89 2.00 2.12 2.25 2.40 2.56 2.75
40° 2.96 3.19 3.46 3.76 4.11 4.52 5.02 5.59 6.29 7.13
50° 8.15 9.44 11.10 13.23 16.19 20.43 26.69 37.61 59.90 124.39
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.85 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.28 1.29 1.30 1.31 1.32 1.34 1.34 1.35 1.35 1.36
20° 1.37 1.38 1.39 1.40 1.41 1.43 1.44 1.46 1.48 1.50
30° 1.52 1.59 1.67 1.76 1.87 1.97 2.10 2.23 2.38 2.55
40° 2.74 2.95 3.20 3.47 3.79 4.16 4.61 5.14 5.78 6.55
50° 7.47 8.66 10.18 12.12 14.82 18.69 24.41 34.37 54.72 113.55
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 0.95 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.22 1.23 1.24 1.25 1.26 1.27 1.27 1.28 1.28 1.29
20° 1.30 1.30 1.31 1.32 1.33 1.34 1.35 1.37 1.38 1.40
30° 1.42 1.49 1.56 1.64 1.73 1.83 1.94 2.06 2.20 2.35
40° 2.52 2.71 2.93 3.18 3.47 3.80 4.21 4.68 5.26 5.97
50° 6.80 7.88 9.25 11.01 13.45 16.96 22.13 31.13 49.53 102.72
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.00 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.19 1.20 1.21 1.22 1.23 1.24 1.24 1.24 1.25 1.25
20° 1.26 1.26 1.27 1.28 1.29 1.30 1.31 1.32 1.34 1.35
30° 1.37 1.43 1.50 1.58 1.67 1.76 1.86 1.98 2.11 2.25
40° 2.41 2.59 2.80 3.04 3.30 3.62 4.01 4.46 5.01 5.67
50° 6.47 7.49 8.79 10.45 12.77 16.09 20.98 29.52 46.94 97.30
60° No calculative consideration of the snow load, usable in all snow load zones.
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07), SOLON P220/6+/07,
SOLON M230/6+/07 (01) are structurally identical.

TechnicalService 
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asat:08/07/2009 phone: [phone] fax: [phone] www.solon.com 20
Annex 3 Sheet 4.2
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07),
SOLON P220/6+/07 (Vertical Assembly / Flat Roof)

AllowablesnowloadsonthegroundskallowinkN/m²accordingtoDIN1055-5(Version07.2005)
dependingonthepitchofthemoduleandthespeedpressureqinkN/m²
Maximumloadcapacity-Optimumsupportandattachmentarea
Speed pressure q = 1.05 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.16 1.17 1.18 1.18 1.20 1.21 1.21 1.21 1.21 1.22
20° 1.22 1.23 1.23 1.24 1.25 1.26 1.27 1.28 1.29 1.30
30° 1.32 1.38 1.44 1.52 1.60 1.69 1.79 1.90 2.02 2.15
40° 2.31 2.47 2.67 2.89 3.14 3.44 3.81 4.23 4.75 5.38
50° 6.13 7.10 8.33 9.90 12.08 15.22 19.84 27.90 44.34 91.88
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.15 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.10 1.10 1.11 1.12 1.13 1.14 1.14 1.14 1.14 1.15
20° 1.15 1.15 1.16 1.16 1.17 1.17 1.18 1.19 1.20 1.21
30° 1.22 1.27 1.33 1.40 1.47 1.54 1.63 1.73 1.83 1.95
40° 2.09 2.24 2.41 2.60 2.82 3.08 3.41 3.78 4.24 4.80
50° 5.46 6.31 7.40 8.78 10.72 13.48 17.56 24.66 39.15 81.05
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.25 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.03 1.04 1.05 1.06 1.07 1.08 1.08 1.08 1.07 1.07
20° 1.07 1.08 1.08 1.08 1.08 1.09 1.09 1.10 1.10 1.11
30° 1.12 1.16 1.22 1.27 1.33 1.40 1.48 1.56 1.65 1.75
40° 1.87 2.00 2.14 2.31 2.50 2.72 3.00 3.33 3.73 4.21
50° 4.79 5.53 6.47 7.67 9.35 11.74 15.28 21.42 33.97 70.21
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.30 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 1.00 1.01 1.02 1.03 1.04 1.05 1.04 1.04 1.04 1.04
20° 1.04 1.04 1.04 1.04 1.04 1.04 1.05 1.05 1.06 1.06
30° 1.07 1.11 1.16 1.21 1.27 1.33 1.40 1.48 1.56 1.66
40° 1.76 1.88 2.01 2.17 2.34 2.54 2.80 3.11 3.48 3.92
50° 4.46 5.14 6.01 7.12 8.67 10.88 14.13 19.80 31.37 64.79
60° No calculative consideration of the snow load, usable in all snow load zones.
Speed pressure q = 1.40 kN/m²
β0° 1° 2° 3° 4° 5° 6° 7° 8° 9°
10° 0.94 0.95 0.96 0.96 0.97 0.98 0.98 0.97 0.97 0.97
20° 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
30° 0.97 1.00 1.04 1.09 1.14 1.19 1.24 1.31 1.38 1.46
40° 1.54 1.64 1.75 1.88 2.02 2.18 2.40 2.66 2.97 3.34
50° 3.79 4.36 5.08 6.01 7.30 9.14 11.85 16.57 26.18 53.96
60° No calculative consideration of the snow load, usable in all snow load zones.
SOLON Blue 230/07, SOLON Black 230/07 (01, 02), SOLON Blue 220/03 (01, 07), SOLON P220/6+/07,
SOLON M230/6+/07 (01) are structurally identical.