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Ferma F1 Page: 1/23

Sheet: 1

SYSTEM LAYOUTSYSTEM LAYOUT

GRAPHICAL REPRESENTATION

1.5

94

14.700

0.30014.4000.300

0.3

50

0.3

50

15.000

1.9

44

Material: Glulam Timber GL24h Width: 20.00 cm Height: 194.42 cm Volume: 3.44 m3

2.018 m

GRAPHICAL REPRESENTATION

DETAILSMaximum Influence of Grain to Tapered Edge

Use Limitation 20.00 °

Special Settings for GlulamEffect of Cross-Section Dimensions on Material PropertiesIncrease in strength fm,k and ft,0,k acc. to:3.3(3) for glulam with h 600 mm (bending) or b 600 mm (tension)

Ferma F1 Page: 2/23

Sheet: 1

DETAILS

Reduction of Internal ForcesMoment Reduction on SupportReduction of shear forces according to 6.1.7(3) for force at distance h from the edge of a support (h = beam height along support axis)

Design Settings

Reduction of stiffness with coefficient 1 / (1 + kdef) due to creep effects in

Service Classes 2 and 3 according to DIN EN 1995-1-1/NA: 2010-12, NA. 5.9

DATA FOR NATIONAL ANNEXPartial Factor for Material Properties

Fundamental combinations for glulam timber M : 1.250Fundamental combinations for solid timber M : 1.300Accidental combinations M : 1.000Combinations for fire design M,fi : 1.000

Limit Values of Deformations acc. to Tab. 7.2 - Characteristic and Frequent Combination of ActionsSpan Cantilevered Beam

winst l / 300 lk / 150

Limit Values of Deformations - Quasi-permanent Design Situationwfin - wc l / 250 lk / 125

wfin l / 150 lk / 75

Modification Factor kmod

LDC 1 2 3-Permanent 0.600 0.600 0.500-Long-term 0.700 0.700 0.550-Medium-term 0.800 0.800 0.650-Short-term 0.900 0.900 0.700-Instantaneous 1.100 1.100 0.900

Data for Fire ResistanceSoftwood Glulam Timber Hardwood

Charring Rate n : 0.80 0.70 0.55 [mm/min]Increased Charring d0 : 7.00 7.00 7.00 [mm]Factor kfi : 1.250 1.150 1.250

USED STANDARDS[1] EN 1995-1-1:2004+AC:2006+A1:2008 Eurocode 5: Design of timber structures - Part 1-1: General -

Common rules and rules for buildings[2] EN 1995-1-2:2004+AC:2009-03 Eurocode 5: Design of timber structures - Part 1-2: General -

Structural fire design[3] EN 1990:2002+A1:2005+AC:2010-04 Eurocode: Basis of structural design[4] EN 1991-1-1:2002+AC:2009-03 Eurocode 1: Actions on structures - Part 1-1: General actions -

Densities, self-weight, imposed loads for buildings[5] EN 1991-1-3:2003+AC:2009-03 Eurocode 1: Actions on structures - Part 1-3: General actions - Snow

loads[6] EN

1991-1-4:2005+AC:2010-01+A1:2010-01Eurocode 1: Actions on structures - Part 1-4: General actions - Wind loads

[7] EN 14080:2013-08 Timber structures - Glued laminated timber and glued solid timber - Requirements

[8] EN 338:2009-10 Structural timber - Strength classes

BEAM TYPE AND MATERIALBeam Type

Beam Type: Double Tapered Beam

MaterialMaterial Glulam Timber GL24h - EN 14080:2013-08

Charact. Strength for Bending fm,k : 24.000 MPaCharact. Strength for Tension Parallel ft,0,k : 19.200 MPaCharact. Strength for Tension Perpendicular to Grain

ft,90,k : 0.500 MPa

Charact. Strength for Compression Parallel fc,0,k : 24.000 MPa

Ferma F1 Page: 3/23

Sheet: 1

BEAM TYPE AND MATERIALCharact. Strength for Compression Perpendic. fc,90,k : 2.500 MPaCharact. Strength for Shear/Torsion fv,k : 3.500 MPaShear Modulus Gmean : 650.000 MPaModulus of Elasticity Parallel E0.05 : 9600.000 MPaShear Modulus G05 : 540.000 MPaSpecific Weight : 4.20 kN/m3

Coefficient of Thermal Expansion : 0.000005 1/°C

GEOMETRYBuilding Dimensions

Building Height H : 3.500 mBuilding Depth B : 15.000 mBeam Spacing a : 2.500 mDistance to Roof Edge ü : 0.000 mLoad Factor for Continuity k : 1.000

Roof Beam GeometryBeam Length L : 15.000 mAxial Spacing l : 14.700 mSupport Width Left la : 30.00 cmSupport Width Right lb : 30.00 cmInclination Angle : 12.00 °Beam Height on Ridge hap : 194.42 cmBeam Height on Edge hs : 35.00 cmBeam Height, Support Center ha : 38.19 cm

Cross-sectionCross-Section Width b : 20.00 cmLamella Thickness t : 2.40 cm

Data for Lateral BucklingBeam Endangered by Lateral BucklingLateral Supports AvailableSpacing of Lateral Supports c : 1.100 mBracing Distance e : 20.00 cmLateral supports do not resist to fire

Information - ParametersCoat Surface of Beam AS : 40.62 m2

Beam Volume V : 3.44 m3

Beam Weight G : 1.445 t

LOAD DATAPermanent Loads

Roof StructureFlat Tiles, Flat Clay Roofing Tile incl. Lathing

: 0.550 kN/m2 RA

Vapour Barrier : 0.020 kN/m2 RARock Wool : 0.200 kN/m2 RAPurlins : 0.150 kN/m2 RAVapour Barrier : 0.020 kN/m2 RALaminated Boards : 0.207 kN/m2 RA acc. to DIN 68 705 Part 4Softwood : 0.115 kN/m2 RARoof Structure gk,2 : 1.262 kN/m2 RA

gk,2 : 3.155 kN/m RASelf-weight of Beam (Average) gk,1 : 0.958 kN/m RA

gk : 4.113 kN/m RA

Consider with factor : 1.000

Snow LoadSnow Load of Overhang :Snow Thickness d : 1.000 mTopography Type : NormalExposure Ce : 1.0Snow Load - Define Manually sk : 1.450 kN/m2 BA

sk : 3.625 kN/m BA

Wind Load

Ferma F1 Page: 4/23

Sheet: 1

LOAD DATA

Coefficients for Wind Load GenerationCoefficient of Orography C0 : 1.00Coefficient of Wind Direction Cdir : 1.00Coefficient of Seasons Cseason : 1.00Coefficient of Turbulency kl : 1.00Air Density : 1.250 kg/m3

Wind Load q(z) : 0.528 kN/m2 RAq(z) : 1.320 kN/m RA

Service ClassService Class SECL : 2

CONTROL PARAMETERSDesign of

Static equilibrium EQUUltimate limit state STRServiceability limit stateFire resistanceSupport compressionDisplay support forcesDisplay deformations

Data for Serviceability Limit State DesignPrecamber w0 : 0.0 mm

Data for Fire ResistanceFire Resistance Class R 30

Sides exposed to fire LeftRightTopBottom

Support ModelingLeft Support Horizontal fixed-hingedRight Support Horizontal free-hingedSupports On Center Line

Calculation ParametersGenerate supplementary combinations from favorable permanent actionsDistribute permanent load span-by-span

Number of member divisions for result diagrams 10Number of internal divisions of tapered members 10

RESULT COMBINATIONSRC Result Combinations Load Cases Design LDC Factor Max.

Description Situation kmod Ratio

Ultimate Limit State Design

RC1 g 1.35*LC1 UB Permanent 0.600 0.72RC2 g + s 1.35*LC1 + 1.50*LC41 UB Short-term 0.900 0.85RC3 g + s(l) 1.35*LC1 + 1.50*LC42 UB Short-term 0.900 0.80RC4 g + s(r) 1.35*LC1 + 1.50*LC43 UB Short-term 0.900 0.80RC5 g + s + w(q,l,AA) 1.35*LC1 + 1.50*LC41 + 0.90*LC51 UB Short-term 0.900 0.80RC6 g + s + w(q,l,BB) 1.35*LC1 + 1.50*LC41 + 0.90*LC52 UB Short-term 0.900 0.86RC7 g + s + w(q,l,AB) 1.35*LC1 + 1.50*LC41 + 0.90*LC53 UB Short-term 0.900 0.84RC8 g + s + w(q,l,BA) 1.35*LC1 + 1.50*LC41 + 0.90*LC54 UB Short-term 0.900 0.85RC9 g + s + w(q,r,AA) 1.35*LC1 + 1.50*LC41 + 0.90*LC55 UB Short-term 0.900 0.80RC10 g + s + w(q,l,BB) 1.35*LC1 + 1.50*LC41 + 0.90*LC56 UB Short-term 0.900 0.86RC11 g + s + w(q,r,AB) 1.35*LC1 + 1.50*LC41 + 0.90*LC57 UB Short-term 0.900 0.84RC12 g + s + w(q,l,BA) 1.35*LC1 + 1.50*LC41 + 0.90*LC58 UB Short-term 0.900 0.85RC13 g + s + w(p,A) 1.35*LC1 + 1.50*LC41 + 0.90*LC59 UB Short-term 0.900 0.79RC14 g + s + w(p,B) 1.35*LC1 + 1.50*LC41 + 0.90*LC60 UB Short-term 0.900 0.80RC15 g + s(l) + w(q,l,

AA)1.35*LC1 + 1.50*LC42 + 0.90*LC51 UB Short-term 0.900 0.76

RC16 g + s(l) + w(q,l, 1.35*LC1 + 1.50*LC42 + 0.90*LC52 UB Short-term 0.900 0.82

RESULTS

Building Height H : 3.500 mTerrain Category TC : Category IVFundamental Wind Velocity vb,0 : 35.00 m/sBasic dynamic wind pressure qb,0 : 0.450 kN/m2

Ferma F1 Page: 5/23

Sheet: 1



BB)RC17 g + s(l) + w(q,l,

AB)1.35*LC1 + 1.50*LC42 + 0.90*LC53 UB Short-term 0.900 0.77

RC18 g + s(l) + w(q,l,BA)

1.35*LC1 + 1.50*LC42 + 0.90*LC54 UB Short-term 0.900 0.80

RC19 g + s(l) + w(q,r,AA)


RC20 g + s(l) + w(q,l,BB)


RC21 g + s(l) + w(q,r,AB)




RC23 g + s(l) + w(p,A) 1.35*LC1 + 1.50*LC42 + 0.90*LC59 UB Short-term 0.900 0.74RC24 g + s(l) + w(p,B) 1.35*LC1 + 1.50*LC42 + 0.90*LC60 UB Short-term 0.900 0.75RC25 g + s(r) + w(q,l,


RC26 g + s(r) + w(q,l,BB)


RC27 g + s(r) + w(q,l,AB)


RC28 g + s(r) + w(q,l,BA)


RC29 g + s(r) + w(q,r,AA)




RC31 g + s(r) + w(q,r,AB)




RC33 g + s(r) + w(p,A) 1.35*LC1 + 1.50*LC43 + 0.90*LC59 UB Short-term 0.900 0.74RC34 g + s(r) + w(p,B) 1.35*LC1 + 1.50*LC43 + 0.90*LC60 UB Short-term 0.900 0.75RC35 g + w(q,l,AA) 1.35*LC1 + 1.50*LC51 UB Short-term 0.900 0.40RC36 g + w(q,l,BB) 1.35*LC1 + 1.50*LC52 UB Short-term 0.900 0.50RC37 g + w(q,l,AB) 1.35*LC1 + 1.50*LC53 UB Short-term 0.900 0.46RC38 g + w(q,l,BA) 1.35*LC1 + 1.50*LC54 UB Short-term 0.900 0.48RC39 g + w(q,r,AA) 1.35*LC1 + 1.50*LC55 UB Short-term 0.900 0.40RC40 g + w(q,l,BB) 1.35*LC1 + 1.50*LC56 UB Short-term 0.900 0.50RC41 g + w(q,r,AB) 1.35*LC1 + 1.50*LC57 UB Short-term 0.900 0.46RC42 g + w(q,l,BA) 1.35*LC1 + 1.50*LC58 UB Short-term 0.900 0.47RC43 g + w(p,A) 1.35*LC1 + 1.50*LC59 UB Short-term 0.900 0.37RC44 g + w(p,B) 1.35*LC1 + 1.50*LC60 UB Short-term 0.900 0.39RC45 g + s + w(q,l,AA) 1.35*LC1 + 0.75*LC41 + 1.50*LC51 UB Short-term 0.900 0.59RC46 g + s + w(q,l,BB) 1.35*LC1 + 0.75*LC41 + 1.50*LC52 UB Short-term 0.900 0.68RC47 g + s + w(q,l,AB) 1.35*LC1 + 0.75*LC41 + 1.50*LC53 UB Short-term 0.900 0.65RC48 g + s + w(q,l,BA) 1.35*LC1 + 0.75*LC41 + 1.50*LC54 UB Short-term 0.900 0.66RC49 g + s + w(q,r,AA) 1.35*LC1 + 0.75*LC41 + 1.50*LC55 UB Short-term 0.900 0.59RC50 g + s + w(q,l,BB) 1.35*LC1 + 0.75*LC41 + 1.50*LC56 UB Short-term 0.900 0.68RC51 g + s + w(q,r,AB) 1.35*LC1 + 0.75*LC41 + 1.50*LC57 UB Short-term 0.900 0.65RC52 g + s + w(q,l,BA) 1.35*LC1 + 0.75*LC41 + 1.50*LC58 UB Short-term 0.900 0.66RC53 g + s + w(p,A) 1.35*LC1 + 0.75*LC41 + 1.50*LC59 UB Short-term 0.900 0.56RC54 g + s + w(p,B) 1.35*LC1 + 0.75*LC41 + 1.50*LC60 UB Short-term 0.900 0.58RC55 g + s(l) + w(q,l,




RC57 g + s(l) + w(q,l,AB)












RC63 g + s(l) + w(p,A) 1.35*LC1 + 0.75*LC42 + 1.50*LC59 UB Short-term 0.900 0.54RC64 g + s(l) + w(p,B) 1.35*LC1 + 0.75*LC42 + 1.50*LC60 UB Short-term 0.900 0.55RC65 g + s(r) + w(q,l,




Ferma F1 Page: 6/23

Sheet: 1



RC67 g + s(r) + w(q,l,AB)




RC69 g + s(r) + w(q,r,AA)




RC71 g + s(r) + w(q,r,AB)




RC73 g + s(r) + w(p,A) 1.35*LC1 + 0.75*LC43 + 1.50*LC59 UB Short-term 0.900 0.54RC74 g + s(r) + w(p,B) 1.35*LC1 + 0.75*LC43 + 1.50*LC60 UB Short-term 0.900 0.55

Serviceability Limit State Design

RC75 g LC1 SC Permanent 0.13RC76 g + s LC1 + LC41 SC Short-term 0.22RC77 g + s(l) LC1 + LC42 SC Short-term 0.20RC78 g + s(r) LC1 + LC43 SC Short-term 0.19RC79 g + s + w(q,l,AA) LC1 + LC41 + 0.60*LC51 SC Short-term 0.21RC80 g + s + w(q,l,BB) LC1 + LC41 + 0.60*LC52 SC Short-term 0.22RC81 g + s + w(q,l,AB) LC1 + LC41 + 0.60*LC53 SC Short-term 0.21RC82 g + s + w(q,l,BA) LC1 + LC41 + 0.60*LC54 SC Short-term 0.21RC83 g + s + w(q,r,AA) LC1 + LC41 + 0.60*LC55 SC Short-term 0.21RC84 g + s + w(q,l,BB) LC1 + LC41 + 0.60*LC56 SC Short-term 0.22RC85 g + s + w(q,r,AB) LC1 + LC41 + 0.60*LC57 SC Short-term 0.21RC86 g + s + w(q,l,BA) LC1 + LC41 + 0.60*LC58 SC Short-term 0.21RC87 g + s + w(p,A) LC1 + LC41 + 0.60*LC59 SC Short-term 0.20RC88 g + s + w(p,B) LC1 + LC41 + 0.60*LC60 SC Short-term 0.20RC89 g + s(l) + w(q,l,

AA)LC1 + LC42 + 0.60*LC51 SC Short-term 0.18


LC1 + LC42 + 0.60*LC52 SC Short-term 0.20

RC91 g + s(l) + w(q,l,AB)












RC97 g + s(l) + w(p,A) LC1 + LC42 + 0.60*LC59 SC Short-term 0.18RC98 g + s(l) + w(p,B) LC1 + LC42 + 0.60*LC60 SC Short-term 0.18RC99 g + s(r) + w(q,l,

AA)LC1 + LC43 + 0.60*LC51 SC Short-term 0.18

RC100 g + s(r) + w(q,l,BB)


RC101 g + s(r) + w(q,l,AB)


RC102 g + s(r) + w(q,l,BA)


RC103 g + s(r) + w(q,r,AA)


RC104 g + s(r) + w(q,l,BB)


RC105 g + s(r) + w(q,r,AB)


RC106 g + s(r) + w(q,l,BA)


RC107 g + s(r) + w(p,A) LC1 + LC43 + 0.60*LC59 SC Short-term 0.18RC108 g + s(r) + w(p,B) LC1 + LC43 + 0.60*LC60 SC Short-term 0.18RC109 g + w(q,l,AA) LC1 + LC51 SC Short-term 0.11RC110 g + w(q,l,BB) LC1 + LC52 SC Short-term 0.13RC111 g + w(q,l,AB) LC1 + LC53 SC Short-term 0.12RC112 g + w(q,l,BA) LC1 + LC54 SC Short-term 0.12RC113 g + w(q,r,AA) LC1 + LC55 SC Short-term 0.11RC114 g + w(q,l,BB) LC1 + LC56 SC Short-term 0.13RC115 g + w(q,r,AB) LC1 + LC57 SC Short-term 0.12RC116 g + w(q,l,BA) LC1 + LC58 SC Short-term 0.12

Ferma F1 Page: 7/23

Sheet: 1



RC117 g + w(p,A) LC1 + LC59 SC Short-term 0.10RC118 g + w(p,B) LC1 + LC60 SC Short-term 0.11RC119 g + s + w(q,l,AA) LC1 + 0.50*LC41 + LC51 SC Short-term 0.15RC120 g + s + w(q,l,BB) LC1 + 0.50*LC41 + LC52 SC Short-term 0.18RC121 g + s + w(q,l,AB) LC1 + 0.50*LC41 + LC53 SC Short-term 0.17RC122 g + s + w(q,l,BA) LC1 + 0.50*LC41 + LC54 SC Short-term 0.17RC123 g + s + w(q,r,AA) LC1 + 0.50*LC41 + LC55 SC Short-term 0.16RC124 g + s + w(q,l,BB) LC1 + 0.50*LC41 + LC56 SC Short-term 0.18RC125 g + s + w(q,r,AB) LC1 + 0.50*LC41 + LC57 SC Short-term 0.17RC126 g + s + w(q,l,BA) LC1 + 0.50*LC41 + LC58 SC Short-term 0.17RC127 g + s + w(p,A) LC1 + 0.50*LC41 + LC59 SC Short-term 0.15RC128 g + s + w(p,B) LC1 + 0.50*LC41 + LC60 SC Short-term 0.15RC129 g + s(l) + w(q,l,

AA)LC1 + 0.50*LC42 + LC51 SC Short-term 0.14

RC130 g + s(l) + w(q,l,BB)

LC1 + 0.50*LC42 + LC52 SC Short-term 0.17

RC131 g + s(l) + w(q,l,AB)


RC132 g + s(l) + w(q,l,BA)


RC133 g + s(l) + w(q,r,AA)


RC134 g + s(l) + w(q,l,BB)


RC135 g + s(l) + w(q,r,AB)


RC136 g + s(l) + w(q,l,BA)


RC137 g + s(l) + w(p,A) LC1 + 0.50*LC42 + LC59 SC Short-term 0.14RC138 g + s(l) + w(p,B) LC1 + 0.50*LC42 + LC60 SC Short-term 0.14RC139 g + s(r) + w(q,l,

AA)LC1 + 0.50*LC43 + LC51 SC Short-term 0.14

RC140 g + s(r) + w(q,l,BB)


RC141 g + s(r) + w(q,l,AB)


RC142 g + s(r) + w(q,l,BA)


RC143 g + s(r) + w(q,r,AA)


RC144 g + s(r) + w(q,l,BB)


RC145 g + s(r) + w(q,r,AB)


RC146 g + s(r) + w(q,l,BA)


RC147 g + s(r) + w(p,A) LC1 + 0.50*LC43 + LC59 SC Short-term 0.14RC148 g + s(r) + w(p,B) LC1 + 0.50*LC43 + LC60 SC Short-term 0.14RC149 g 1.80*LC1 SQ Permanent 0.19RC150 g + s 1.80*LC1 + LC41 SQ Short-term 0.27RC151 g + s(l) 1.80*LC1 + LC42 SQ Short-term 0.25RC152 g + s(r) 1.80*LC1 + LC43 SQ Short-term 0.25RC153 g + s + w(q,l,AA) 1.80*LC1 + LC41 + 0.60*LC51 SQ Short-term 0.26RC154 g + s + w(q,l,BB) 1.80*LC1 + LC41 + 0.60*LC52 SQ Short-term 0.27RC155 g + s + w(q,l,AB) 1.80*LC1 + LC41 + 0.60*LC53 SQ Short-term 0.26RC156 g + s + w(q,l,BA) 1.80*LC1 + LC41 + 0.60*LC54 SQ Short-term 0.26RC157 g + s + w(q,r,AA) 1.80*LC1 + LC41 + 0.60*LC55 SQ Short-term 0.26RC158 g + s + w(q,l,BB) 1.80*LC1 + LC41 + 0.60*LC56 SQ Short-term 0.27RC159 g + s + w(q,r,AB) 1.80*LC1 + LC41 + 0.60*LC57 SQ Short-term 0.26RC160 g + s + w(q,l,BA) 1.80*LC1 + LC41 + 0.60*LC58 SQ Short-term 0.26RC161 g + s + w(p,A) 1.80*LC1 + LC41 + 0.60*LC59 SQ Short-term 0.25RC162 g + s + w(p,B) 1.80*LC1 + LC41 + 0.60*LC60 SQ Short-term 0.26RC163 g + s(l) + w(q,l,

AA)1.80*LC1 + LC42 + 0.60*LC51 SQ Short-term 0.24

RC164 g + s(l) + w(q,l,BB)

1.80*LC1 + LC42 + 0.60*LC52 SQ Short-term 0.25

RC165 g + s(l) + w(q,l,AB)


RC166 g + s(l) + w(q,l,BA)


RC167 g + s(l) + w(q,r,AA)


RC168 g + s(l) + w(q,l,BB)


RC169 g + s(l) + w(q,r, 1.80*LC1 + LC42 + 0.60*LC57 SQ Short-term 0.24

Ferma F1 Page: 8/23

Sheet: 1



AB)RC170 g + s(l) + w(q,l,

BA)1.80*LC1 + LC42 + 0.60*LC58 SQ Short-term 0.24

RC171 g + s(l) + w(p,A) 1.80*LC1 + LC42 + 0.60*LC59 SQ Short-term 0.24RC172 g + s(l) + w(p,B) 1.80*LC1 + LC42 + 0.60*LC60 SQ Short-term 0.24RC173 g + s(r) + w(q,l,

AA)1.80*LC1 + LC43 + 0.60*LC51 SQ Short-term 0.24

RC174 g + s(r) + w(q,l,BB)


RC175 g + s(r) + w(q,l,AB)


RC176 g + s(r) + w(q,l,BA)


RC177 g + s(r) + w(q,r,AA)


RC178 g + s(r) + w(q,l,BB)


RC179 g + s(r) + w(q,r,AB)


RC180 g + s(r) + w(q,l,BA)


RC181 g + s(r) + w(p,A) 1.80*LC1 + LC43 + 0.60*LC59 SQ Short-term 0.24RC182 g + s(r) + w(p,B) 1.80*LC1 + LC43 + 0.60*LC60 SQ Short-term 0.24RC183 g + w(q,l,AA) 1.80*LC1 + LC51 SQ Short-term 0.18RC184 g + w(q,l,BB) 1.80*LC1 + LC52 SQ Short-term 0.20RC185 g + w(q,l,AB) 1.80*LC1 + LC53 SQ Short-term 0.19RC186 g + w(q,l,BA) 1.80*LC1 + LC54 SQ Short-term 0.19RC187 g + w(q,r,AA) 1.80*LC1 + LC55 SQ Short-term 0.18RC188 g + w(q,l,BB) 1.80*LC1 + LC56 SQ Short-term 0.20RC189 g + w(q,r,AB) 1.80*LC1 + LC57 SQ Short-term 0.19RC190 g + w(q,l,BA) 1.80*LC1 + LC58 SQ Short-term 0.19RC191 g + w(p,A) 1.80*LC1 + LC59 SQ Short-term 0.17RC192 g + w(p,B) 1.80*LC1 + LC60 SQ Short-term 0.18RC193 g + s + w(q,l,AA) 1.80*LC1 + 0.50*LC41 + LC51 SQ Short-term 0.22RC194 g + s + w(q,l,BB) 1.80*LC1 + 0.50*LC41 + LC52 SQ Short-term 0.23RC195 g + s + w(q,l,AB) 1.80*LC1 + 0.50*LC41 + LC53 SQ Short-term 0.22RC196 g + s + w(q,l,BA) 1.80*LC1 + 0.50*LC41 + LC54 SQ Short-term 0.22RC197 g + s + w(q,r,AA) 1.80*LC1 + 0.50*LC41 + LC55 SQ Short-term 0.22RC198 g + s + w(q,l,BB) 1.80*LC1 + 0.50*LC41 + LC56 SQ Short-term 0.23RC199 g + s + w(q,r,AB) 1.80*LC1 + 0.50*LC41 + LC57 SQ Short-term 0.22RC200 g + s + w(q,l,BA) 1.80*LC1 + 0.50*LC41 + LC58 SQ Short-term 0.22RC201 g + s + w(p,A) 1.80*LC1 + 0.50*LC41 + LC59 SQ Short-term 0.21RC202 g + s + w(p,B) 1.80*LC1 + 0.50*LC41 + LC60 SQ Short-term 0.21RC203 g + s(l) + w(q,l,

AA)1.80*LC1 + 0.50*LC42 + LC51 SQ Short-term 0.21

RC204 g + s(l) + w(q,l,BB)

1.80*LC1 + 0.50*LC42 + LC52 SQ Short-term 0.22

RC205 g + s(l) + w(q,l,AB)


RC206 g + s(l) + w(q,l,BA)


RC207 g + s(l) + w(q,r,AA)


RC208 g + s(l) + w(q,l,BB)


RC209 g + s(l) + w(q,r,AB)


RC210 g + s(l) + w(q,l,BA)


RC211 g + s(l) + w(p,A) 1.80*LC1 + 0.50*LC42 + LC59 SQ Short-term 0.20RC212 g + s(l) + w(p,B) 1.80*LC1 + 0.50*LC42 + LC60 SQ Short-term 0.20RC213 g + s(r) + w(q,l,

AA)1.80*LC1 + 0.50*LC43 + LC51 SQ Short-term 0.21

RC214 g + s(r) + w(q,l,BB)


RC215 g + s(r) + w(q,l,AB)


RC216 g + s(r) + w(q,l,BA)


RC217 g + s(r) + w(q,r,AA)


RC218 g + s(r) + w(q,l,BB)


RC219 g + s(r) + w(q,r,AB)


Ferma F1 Page: 9/23

Sheet: 1



RC220 g + s(r) + w(q,l,BA)


RC221 g + s(r) + w(p,A) 1.80*LC1 + 0.50*LC43 + LC59 SQ Short-term 0.20RC222 g + s(r) + w(p,B) 1.80*LC1 + 0.50*LC43 + LC60 SQ Short-term 0.20

Fire Resistance Check

RC223 g LC1 UA Permanent 1.000 0.41RC224 g + s LC1 + 0.20*LC41 UA Short-term 1.000 0.46RC225 g + s(l) LC1 + 0.20*LC42 UA Short-term 1.000 0.46RC226 g + s(r) LC1 + 0.20*LC43 UA Short-term 1.000 0.46RC257 g + w(q,l,AA) LC1 + 0.20*LC51 UA Short-term 1.000 0.40RC258 g + w(q,l,BB) LC1 + 0.20*LC52 UA Short-term 1.000 0.41RC259 g + w(q,l,AB) LC1 + 0.20*LC53 UA Short-term 1.000 0.41RC260 g + w(q,l,BA) LC1 + 0.20*LC54 UA Short-term 1.000 0.41RC261 g + w(q,r,AA) LC1 + 0.20*LC55 UA Short-term 1.000 0.40RC262 g + w(q,l,BB) LC1 + 0.20*LC56 UA Short-term 1.000 0.41RC263 g + w(q,r,AB) LC1 + 0.20*LC57 UA Short-term 1.000 0.41RC264 g + w(q,l,BA) LC1 + 0.20*LC58 UA Short-term 1.000 0.41RC265 g + w(p,A) LC1 + 0.20*LC59 UA Short-term 1.000 0.39RC266 g + w(p,B) LC1 + 0.20*LC60 UA Short-term 1.000 0.39

DESIGN - ALLLocation

No. X [m] RC Ratio Design acc. to Formula

1 0.150 RC6 0.78 1 111) Shear stress acc. to 6.1.72 0.000 RC6 0.86 1 112) Shear stress at support acc. to 6.1.73 1.470 RC6 0.36 1 131) Bending stress on edge parallel to the grain acc. to 6.4.24 1.470 RC6 0.52 1 133) Bending stress on tapered edge acc. to 6.4.2 - Compression

edge5 7.350 RC6 0.20 1 141) Bending stress at ridge cross-section 6.4.36 7.350 RC6 0.44 1 151) Transversal tension stress at ridge cross-section 6.4.37 1.470 RC6 0.36 1 301) Lateral torsional stability verification - Bending without

compression acc. to 6.3.38 14.550 RC10 0.02 1 302) Lateral torsional stability verification - Bending and compression

acc. to 6.3.39 0.000 RC6 0.36 1 351) Support pressure - Compression perpendicular to the grain of

wood acc. to 6.1.510 7.350 RC80 0.22 1 401) Serviceability - Design Situation Characteristic acc. to 7.2 -

Inner span11 7.350 RC154 0.27 1 402) Serviceability - Design Situation Quasi-permanent acc. to 7.2 -

Inner span12 7.350 RC154 0.16 1 403) Serviceability - Design Situation Quasi-permanent acc. to 7.2 -

Inner span13 14.550 RC224 0.34 1 511) Fire resistance - Shear stress acc. to 6.1.714 0.000 RC224 0.35 1 512) Fire resistance - Shear stress at support acc. to 6.1.715 1.470 RC224 0.16 1 531) Fire resistance - Bending stress on edge parallel to the grain

acc. to 6.4.216 1.470 RC224 0.23 1 533) Fire resistance - Bending stress on cut edge acc. to 6.4.2 -

Compression edge17 7.350 RC224 0.08 1 541) Fire resistance - Bending stress at ridge cross-section 6.4.318 7.350 RC224 0.19 1 551) Fire resistance - Transversal tension stress at ridge

cross-section 6.4.319 1.470 RC224 0.46 1 701) Fire resistance - Lateral torsional stability verification - Bending

without compression acc. to 6.3.3Max 0.86 1

DESIGN - ALL - DETAILS111) Shear stress acc. to 6.1.7

Governing Location X 0.150 mResult Combinations RC RC6

Design Internal Forces Normal Force Nd -7.566 kNShear Force Vz,d 72.348 kNMoment My,d 10.606 kNm

Design Shear Force Vz,d 72.348 kNBeam Width b 20.00 cmCross-Section Height h 41.38 cm

Ferma F1 Page: 10/23

Sheet: 1

DESIGN - ALL - DETAILSCrack Influence Factor kcr 0.670 6.1.7 (2)Effective Width bef 13.40 cmShear Stress d 1.957 MPaShear Strength fv,k 3.500 MPa [7], Tab.1Partial Factor M 1.250 Tab. 2.3Modification Factor kmod 0.900 Tab. 3.1Shear Strength fv,d 2.520 MPa Eq. (2.14)Design Ratio 0.78 1 Eq. (6.13)

112) Shear stress at support acc. to 6.1.7


Design Internal Forces Normal Force Nd -7.711 kNShear Force Vz,d 73.739 kNMoment My,d -0.028 kNm

Design Shear Force Vz,d 73.739 kNBeam Width b 20.00 cmCross-Section Depth hA 37.98 cmCrack Influence Factor kcr 0.670 6.1.7 (2)Effective Width bef 13.40 cmShear Stress d 2.173 MPaShear Strength fv,k 3.500 MPa [7], Tab.1Partial Factor M 1.250 Tab. 2.3Modification Factor kmod 0.900 Tab. 3.1Shear Strength fv,d 2.520 MPa Eq. (2.14)Design Ratio 0.86 1 Eq. (6.13)

131) Bending stress on edge parallel to the grain acc. to 6.4.2



Design Moment Md 98.853 kNmBeam Width b 20.00 cmBeam Depth h 69.44 cmLongitudinal Stress m,0,d 6.151 MPa Eq. (6.37)Bending Strength fm,k 24.000 MPa [7], Tab.1Partial Factor M 1.250 Tab. 2.3Modification Factor kmod 0.900 Tab. 3.1Bending Strength fm,d 17.280 MPa Eq. (2.14)Design Ratio 0.36 1 Eq. (6.19)

133) Bending stress on tapered edge acc. to 6.4.2 - Compression edge



Design Cut-to-Grain Angle 12.00 °Moment Md 98.853 kNmBeam Width b 20.00 cmBeam Depth h 69.44 cmLongitudinal Stress m,,d 6.151 MPa Eq. (6.37)Compressive Strength Perpendicular to Grain

fc,90,d 1.800 MPa Eq. (2.14)

Shear Strength fv,d 2.520 MPa Eq. (2.14)Auxiliary factor km, 0.685 Eq. (6.40)Bending Strength fm,k 24.000 MPa [7], Tab.1Partial Factor M 1.250 Tab. 2.3Modification Factor kmod 0.900 Tab. 3.1Bending Strength fm,d 17.280 MPa Eq. (2.14)Bending Strength fm,,d 11.834 MPaDesign Ratio 0.52 1 Eq.

(6.19;


Sheet: 1

DESIGN - ALL - DETAILS6.38)

141) Bending stress at ridge cross-section 6.4.3


Design Internal Forces Normal Force Nd 0.025 kNShear Force Vz,d -0.286 kNMoment My,d 279.369 kNm

Design Cut-to-Grain Angle 12.00 °Factor kl 1.542 Eq. (6.43)Moment at Ridge Cross-Section Map,d 279.369 kNmBeam Width bap 20.00 cmBeam Depth hap 194.42 cmLongitudinal Stress m,d 3.418 MPa Eq. (6.42)Bending Strength fm,k 24.000 MPa [7], Tab.1Partial Factor M 1.250 Tab. 2.3Modification Factor kmod 0.900 Tab. 3.1Bending Strength fm,d 17.280 MPa Eq. (2.14)Design Ratio 0.20 1 Eq. (6.41)

151) Transversal tension stress at ridge cross-section 6.4.3


Design Internal Forces Normal Force Nd 0.025 kNShear Force Vz,d -0.286 kNMoment My,d 279.369 kNm

Design Cut-to-Grain Angle 12.00 °Moment at Ridge Cross-Section Map,d 279.369 kNmBeam Width bap 20.00 cmBeam Depth hap 194.42 cmAux. Factor k5 0.043 Eq. (6.57)Factor kp 0.043 Eq. (6.56)Transversal Tension Stress t,90,d 0.094 MPa Eq. (6.54)Modification Factor kmod 0.900 Tab. 3.1Partial Factor M 1.250 Tab. 2.3Transversal Tensile Strength ft,90,d 0.360 MPa Eq. (2.14)Factor kdis 1.400 Eq. (6.52)Reference Volume V0 0.01 m3 6.4.3 (6)Volume of Apex Area V 0.72 m3

The coefficient of volume kvol 0.426 Eq. (6.51)Effective Transversal Tensile Strength

f*t,90,d 0.215 MPa

Shear force at Ridge Cross-Section Vap,d 0.286 kNCrack Influence Factor kcr 0.670 6.1.7 (2)Effective Width bef 13.40 cmShear Stress d 0.002 MPaShear Strength fv,k 3.500 MPa [7], Tab.1Shear Strength fv,d 2.520 MPa Eq. (2.14)Design Ratio 0.44 1 Eq. (6.53)

301) Lateral torsional stability verification - Bending without compression acc. to 6.3.3



Design Moment Md 98.853 kNmBeam Width b 20.00 cmBeam Depth h 69.44 cmSection Modulus W 16071.20 cm3

Longitudinal Stress m,d 6.151 MPaEquivalent Cross-Section Height h0,65 76.88 cmSecond Moment of Area Iz* 51250.70 cm4

Torsional Moment of Inertia It* 171416.00 cm4


Sheet: 1

DESIGN - ALL - DETAILSSection Modulus Wy

* 19699.80 cm3

Equivalent Member Length lef 1.100 m > l / Modulus of Elasticity E0,05 9600.000 MPa [7], Tab.1Relative Slenderness Ratio rel,m 0.279

0.75Eq. (6.30)

Critical Bending Stress m,crit 309.388 MPa Eq. (6.31)Lateral Buckling Coefficient kcrit

* 1.000 Eq. (6.34)

Bending Strength fm,k 24.000 MPa [7], Tab.1Partial Factor M 1.250 Tab. 2.3Modification Factor kmod 0.900 Tab. 3.1Bending Strength fm,d 17.280 MPa Eq. (2.14)Design Ratio 0.36 1 Eq. (6.33)

302) Lateral torsional stability verification - Bending and compression acc. to 6.3.3


Design Internal Forces Normal Force Nd -7.690 kNShear Force Vz,d -72.330 kNMoment My,d 10.684 kNm

Design Beam Width b 20.00 cmBeam Depth h 41.38 cmCross-Sectional Area A 827.56 cm2

Equivalent Cross-Section Height h0,65 53.30 cmTorsional Moment of Inertia It* 108596.00 cm4

Section Modulus Wy* 9470.63 cm3

Equivalent Cross-Sectional Area A0,65 1066.06 cm2

Second Moment of Area Iy* 252406.00 cm4

Radius of Inertia iy* 15.39 cm

Compressive Strength fc,0,k 24.000 MPa [7], Tab.1Partial Factor M 1.250 Tab. 2.3Modification Factor kmod 0.900 Tab. 3.1Compressive Strength fc,0,d 17.280 MPa Eq. (2.14)Modulus of Elasticity E0,05 9600.000 MPa [7], Tab.1Straightness Factor c 0.100 Eq. (6.29)Normal Force Nd 7.690 kNCompressive Stress c,0,d 0.093 MPa Eq. (6.36)Design - Axial Force Portion (Compression)

0.01 1 Eq. (6.2)

Equivalent Member Length lef,z 1.100 m > l / Second Moment of Area Iz* 35535.20 cm4

Radius of Inertia iz* 5.77 cm

Slenderness Degree z* 19.053

Relative Slenderness Ratio rel,z* 0.303 Eq.

(6.22), Ann. (2)

Buckling Coefficient kz* 0.546 Eq. (6.28)

Buckling Coefficient kc,z* 1.000 Eq. (6.26)

Design - Axial Force Portion (Compression)

0.01 1

Moment Md 10.684 kNmSection Modulus W 5707.13 cm3

Longitudinal Stress m,d 1.872 MPaEquivalent Member Length lef 1.100 m > l / Shear Modulus G05 540.000 MPa [7], Tab.1Relative Slenderness Ratio rel,m 0.237

0.75Eq. (6.30)

Critical Bending Stress m,crit 426.527 MPa Eq. (6.31)Lateral Buckling Coefficient kcrit

* 1.000 Eq. (6.34)

Bending Strength fm,k 24.000 MPa [7], Tab.1Bending Strength fm,d 17.280 MPa Eq. (2.14)Design Ratio 0.02 1 Eq. (6.35)

351) Support pressure - Compression perpendicular to the grain of wood acc. to 6.1.5


Design Internal Forces Normal Force Nd -7.711 kNShear Force Vz,d 73.739 kN


Sheet: 1

DESIGN - ALL - DETAILSMoment My,d -0.028 kNm

Design Support Force Ad 74.845 kNSuport Length lA 30.00 cmEffective Support Length lA,ef 33.00 cmBeam Width b 20.00 cmEffective Area of Transversal Compression

Aef 660.00 cm2

Transversal Compressive Stress c,90,d 1.134 MPaTransversal Compression Factor kc,90 1.750Transversal Compressive Strength fc,90,k 2.500 MPa [7], Tab.1Modification Factor kmod 0.900 Tab. 3.1Partial Factor M 1.250 Tab. 2.3Transversal Compressive Strength fc,90,d 1.800 MPa Eq. (2.14)Design Ratio 0.36 1 Eq. (6.3)

401) Serviceability - Design Situation Characteristic acc. to 7.2 - Inner span


Deformations Direction x wx 2.0 mmDirection y wy 0.0 mmDirection z wz 10.7 mm

Design Deformation in Span winst 10.7 mmReference Length l 14.700 mLimit Value Criterion l / ... 300Limit Value of Deformation winst,limit 49.0 mmDesign Ratio 0.22 1 Tab. 7.2

402) Serviceability - Design Situation Quasi-permanent acc. to 7.2 - Inner span



Design Deformation Coefficient kdef 0.80 Tab. 3.2Deformation in Span wfin 15.8 mmPrecamber wc 0.0 mmDeformation, Deducting Raise wfin - wc 15.8 mmReference Length l 14.700 mLimit Value Criterion l / ... 250Limit Value of Deformation wfin,limit 58.8 mmDesign Ratio 0.27 1 Tab. 7.2

403) Serviceability - Design Situation Quasi-permanent acc. to 7.2 - Inner span



Design Deformation Coefficient kdef 0.80 Tab. 3.2Deformation in Span wfin 15.8 mmReference Length l 14.700 mLimit Value Criterion l / ... 150Limit Value of Deformation wfin,limit 98.0 mmDesign Ratio 0.16 1 Tab. 7.2

511) Fire resistance - Shear stress acc. to 6.1.7


Design Internal Forces Normal Force Nd -3.613 kNShear Force Vz,d -33.992 kNMoment My,d 5.011 kNm


Sheet: 1

DESIGN - ALL - DETAILSDesign Shear Force Vz,d 33.992 kN

Beam Width b 14.40 cmCross-Section Height hr 38.58 cmCrack Influence Factor kcr 0.670 6.1.7 (2)Effective Width bef 9.65 cmShear Stress d 1.370 MPaShear Strength fv,k 3.500 MPa [7], Tab.1Factor kfi 1.150 [2],

Tab. 2.1Shear Strength fv,20 4.025 MPa [2], Eq.

(2.4)Partial Factor M,fi 1.000 [2], 2.3

(1)Modification Factor kmod,fi 1.000 [2],

4.2.2 (5)Shear Strength fv,d,fi 4.025 MPa [2], Eq.

(2.1)Design Ratio 0.34 1 Eq. (6.13)

512) Fire resistance - Shear stress at support acc. to 6.1.7


Design Internal Forces Normal Force Nd -3.678 kNShear Force Vz,d 34.609 kNMoment My,d -0.039 kNm

Design Shear Force Vz,d 34.609 kNBeam Width b 14.40 cmCross-Section Depth hA 37.98 cmCrack Influence Factor kcr 0.670 6.1.7 (2)Effective Width bef 9.65 cmShear Stress d 1.417 MPaShear Strength fv,k 3.500 MPa [7], Tab.1Factor kfi 1.150 [2],

Tab. 2.1Shear Strength fv,20 4.025 MPa [2], Eq.



4.2.2 (5)Shear Strength fv,d,fi 4.025 MPa [2], Eq.

(2.1)Design Ratio 0.35 1 Eq. (6.13)

531) Fire resistance - Bending stress on edge parallel to the grain acc. to 6.4.2



Design Moment Md 46.613 kNmBeam Width b 14.40 cmBeam Depth h 66.64 cmLongitudinal Stress m,0,d 4.374 MPa Eq. (6.37)Bending Strength fm,k 24.000 MPa [7], Tab.1Factor kfi 1.150 [2],

Tab. 2.1Bending Strength fm,z,20 27.600 MPa [2], Eq.



4.2.2 (5)Bending Strength fm,d,fi 27.600 MPa [2], Eq.

(2.1)Design Ratio 0.16 1 Eq. (6.19)

533) Fire resistance - Bending stress on cut edge acc. to 6.4.2 - Compression edge

Governing Location X 1.470 m


Sheet: 1

DESIGN - ALL - DETAILSResult Combinations RC RC224


Design Cut-to-Grain Angle 12.00 °Moment Md 46.613 kNmBeam Width b 14.40 cmBeam Depth h 66.64 cmLongitudinal Stress m,,d 4.374 MPa Eq. (6.37)Compressive Strength Perpendicular to Grain

fc,90,d,fi 2.875 MPa Eq. (2.14)

Shear Strength fv,d,fi 4.025 MPa Eq. (2.14)Auxiliary factor km, 0.685 Eq. (6.40)Bending Strength fm,k 24.000 MPa [7], Tab.1Factor kfi 1.150 [2],





(2.1)Bending Strength fm,,d,fi 18.901 MPaDesign Ratio 0.23 1 Eq.

(6.19; 6.38)

541) Fire resistance - Bending stress at ridge cross-section 6.4.3


Design Internal Forces Normal Force Nd 0.000 kNShear Force Vz,d 0.000 kNMoment My,d 133.747 kNm

Design Cut-to-Grain Angle 12.00 °Factor kl 1.542 Eq. (6.43)Moment at Ridge Cross-Section Map,d 133.747 kNmBeam Width bap 14.40 cmBeam Depth hap 191.62 cmLongitudinal Stress m,d 2.340 MPa Eq. (6.42)Bending Strength fm,k 24.000 MPa [7], Tab.1Factor kfi 1.150 [2],





(2.1)Design Ratio 0.08 1 Eq. (6.41)

551) Fire resistance - Transversal tension stress at ridge cross-section 6.4.3


Design Internal Forces Normal Force Nd 0.000 kNShear Force Vz,d 0.000 kNMoment My,d 133.747 kNm

Design Cut-to-Grain Angle 12.00 °Moment at Ridge Cross-Section Map,d 133.747 kNmBeam Width bap 14.40 cmBeam Depth hap 191.62 cmAux. Factor k5 0.043 Eq. (6.57)Factor kp 0.043 Eq. (6.56)Transversal Tension Stress t,90,d 0.065 MPa Eq. (6.54)


Sheet: 1

DESIGN - ALL - DETAILSModification Factor kmod 1.000 Tab. 3.1Factor kfi 1.150 EN

1995-1-2, Tab. 2.1

Partial Factor M 1.000 Tab. 2.3Transversal Tensile Strength ft,90,d,fi 0.575 MPa Eq. (2.14)Factor kdis 1.400 Eq. (6.52)Reference Volume V0 0.01 m3 6.4.3 (6)Volume of Apex Area V 0.72 m3

The coefficient of volume kvol 0.426 Eq. (6.51)Effective Transversal Tensile Strength

f*t,90,d 0.343 MPa

Shear force at Ridge Cross-Section Vap,d 0.000 kNCrack Influence Factor kcr 0.670 6.1.7 (2)Effective Width bef 9.65 cmShear Stress d 0.000 MPaShear Strength fv,k 3.500 MPa [7], Tab.1Shear Strength fv,20 4.025 MPa [2], Eq.

(2.4)Shear Strength fv,d,fi 4.025 MPa [2], Eq.

(2.1)Design Ratio 0.19 1 Eq. (6.53)

701) Fire resistance - Lateral torsional stability verification - Bending without compression acc. to 6.3.3



Design Moment Md 46.613 kNmBeam Width b 14.40 cmBeam Depth h 66.64 cmSection Modulus W 10656.90 cm3

Longitudinal Stress m,d 4.374 MPaEquivalent Cross-Section Height h0,65 136.94 cmSecond Moment of Area Iz* 34075.10 cm4

Torsional Moment of Inertia It,r* 127271.00 cm4

Section Modulus Wy* 45006.20 cm3

Equivalent Member Length lef 14.700 m > l / Modulus of Elasticity Ed,fi 11040.000 MPa [2], Eq.

(2.2)Relative Slenderness Ratio rel,m 1.712 > 1.4 Eq. (6.30)Critical Bending Stress m,crit 8.188 MPa Eq. (6.31)Lateral Buckling Coefficient kcrit

* 0.341 Eq. (6.34)

Bending Strength fm,k 24.000 MPa [7], Tab.1Factor kfi 1.150 [2],





(2.1)Design Ratio 0.46 1 Eq. (6.33)

SUPPORT FORCESLC Result Combinations Left Support Right Support Stab. loads Max.Moment

RC Description AX [kN] AZ [kN] AX [kN] AZ [kN] q [kN/m] My [kNm]

Load Cases (Characteristic Values)

LC1 Self-Weight + Roof Finishes 0.000 31.063 0.000 31.063 0.086 118.080LC21 Imposed Load 0.000 0.000 0.000 0.000 0.000 0.000LC41 Snow (Both Sides Full) 0.000 21.315 0.000 21.315 0.057 78.333LC42 Snow (Left Side Full) 0.000 18.651 0.000 13.322 0.044 59.924LC43 Snow (Right Side Full) 0.000 13.322 0.000 18.651 0.044 59.924


Sheet: 1



LC51 Wind Transversely to Ridge (left)(AA)

0.057 -4.668 0.000 -4.514 0.012 16.415

LC52 Wind Transversely to Ridge (left)(BB)

0.139 1.042 0.000 0.375 0.002 3.003

LC53 Wind Transversely to Ridge (left)(AB)

-0.465 -3.317 0.000 -0.949 0.006 7.939

LC54 Wind Transversely to Ridge (left)(BA)

0.661 -0.309 0.000 -3.190 0.006 8.267

LC55 Wind Transversely to Ridge (right)(AA)

-0.061 -4.464 0.000 -4.521 0.012 16.182

LC56 Wind Transversely to Ridge (right)(BB)

-0.140 0.368 0.000 1.037 0.002 2.857

LC57 Wind Transversely to Ridge (right)(AB)

0.452 -0.950 0.000 -3.214 0.006 7.585

LC58 Wind Transversely to Ridge (right)(BA)

-0.652 -3.146 0.000 -0.270 0.006 8.519

LC59 Wind Parallel to Ridge (A) 0.000 -6.030 0.000 -6.030 0.016 21.909LC60 Wind Parallel to Ridge (B) 0.000 -5.155 0.000 -5.155 0.014 18.729Max 0.661 31.063 0.000 31.063 0.086 118.080Min -0.652 -6.030 0.000 -6.030 0.000 0.000

Result Combinations for Ultimate Limit State (Design Values) (STR)

RC1 g 0.000 41.935 0.000 41.935 0.116 159.408RC2 g + s 0.000 73.908 0.000 73.908 0.202 276.908RC3 g + s(l) 0.000 69.912 0.000 61.918 0.181 248.107RC4 g + s(r) 0.000 61.918 0.000 69.912 0.181 247.708RC5 g + s + w(q,l,AA) 0.052 69.706 0.000 69.845 0.191 262.134RC6 g + s + w(q,l,BB) 0.125 74.845 0.000 74.245 0.204 279.369RC7 g + s + w(q,l,AB) -0.419 70.922 0.000 73.053 0.197 270.612RC8 g + s + w(q,l,BA) 0.595 73.630 0.000 71.036 0.198 270.890RC9 g + s + w(q,r,AA) -0.054 69.890 0.000 69.839 0.191 262.363RC10 g + s + w(q,l,BB) -0.126 74.239 0.000 74.840 0.204 279.211RC11 g + s + w(q,r,AB) 0.407 73.052 0.000 71.015 0.198 271.005RC12 g + s + w(q,l,BA) -0.587 71.076 0.000 73.665 0.197 270.568RC13 g + s + w(p,A) 0.000 68.481 0.000 68.481 0.188 257.189RC14 g + s + w(p,B) 0.000 69.269 0.000 69.269 0.190 260.051RC15 g + s(l) + w(q,l,AA) 0.052 65.710 0.000 57.855 0.170 233.547RC16 g + s(l) + w(q,l,BB) 0.125 70.849 0.000 62.255 0.183 250.701RC17 g + s(l) + w(q,l,AB) -0.419 66.926 0.000 61.064 0.176 241.389RC18 g + s(l) + w(q,l,BA) 0.595 69.634 0.000 59.047 0.177 242.859RC19 g + s(l) + w(q,r,AA) -0.054 65.894 0.000 57.850 0.170 233.544RC20 g + s(l) + w(q,l,BB) -0.126 70.243 0.000 62.851 0.183 250.248RC21 g + s(l) + w(q,r,AB) 0.407 69.056 0.000 59.025 0.177 242.660RC22 g + s(l) + w(q,l,BA) -0.587 67.080 0.000 61.675 0.176 241.192RC23 g + s(l) + w(p,A) 0.000 64.485 0.000 56.491 0.167 228.467RC24 g + s(l) + w(p,B) 0.000 65.272 0.000 57.279 0.169 231.318RC25 g + s(r) + w(q,l,AA) 0.052 57.717 0.000 65.849 0.170 232.940RC26 g + s(r) + w(q,l,BB) 0.125 62.856 0.000 70.249 0.182 249.993RC27 g + s(r) + w(q,l,AB) -0.419 58.932 0.000 69.057 0.177 242.025RC28 g + s(r) + w(q,l,BA) 0.595 61.640 0.000 67.040 0.176 241.514RC29 g + s(r) + w(q,r,AA) -0.054 57.900 0.000 65.843 0.170 233.443RC30 g + s(r) + w(q,l,BB) -0.126 62.250 0.000 70.844 0.183 250.184RC31 g + s(r) + w(q,r,AB) 0.407 61.063 0.000 67.019 0.176 241.629RC32 g + s(r) + w(q,l,BA) -0.587 59.087 0.000 69.669 0.177 242.359RC33 g + s(r) + w(p,A) 0.000 56.491 0.000 64.485 0.166 228.128RC34 g + s(r) + w(p,B) 0.000 57.279 0.000 65.272 0.169 230.970RC35 g + w(q,l,AA) 0.086 34.933 0.000 35.164 0.098 134.786RC36 g + w(q,l,BB) 0.208 43.498 0.000 42.497 0.119 163.510RC37 g + w(q,l,AB) -0.698 36.959 0.000 40.512 0.109 148.916RC38 g + w(q,l,BA) 0.992 41.472 0.000 37.150 0.109 149.702RC39 g + w(q,r,AA) -0.091 35.239 0.000 35.154 0.099 135.167RC40 g + w(q,l,BB) -0.210 42.487 0.000 43.490 0.119 163.246RC41 g + w(q,r,AB) 0.678 40.510 0.000 37.114 0.109 149.571RC42 g + w(q,l,BA) -0.979 37.216 0.000 41.530 0.109 148.940RC43 g + w(p,A) 0.000 32.890 0.000 32.890 0.092 126.545RC44 g + w(p,B) 0.000 34.203 0.000 34.203 0.096 131.314RC45 g + s + w(q,l,AA) 0.086 50.919 0.000 51.150 0.141 193.535RC46 g + s + w(q,l,BB) 0.208 59.484 0.000 58.483 0.162 222.260RC47 g + s + w(q,l,AB) -0.698 52.945 0.000 56.498 0.152 207.666RC48 g + s + w(q,l,BA) 0.992 57.458 0.000 53.136 0.152 208.129RC49 g + s + w(q,r,AA) -0.091 51.225 0.000 51.140 0.141 193.916RC50 g + s + w(q,l,BB) -0.210 58.474 0.000 59.476 0.162 221.996RC51 g + s + w(q,r,AB) 0.678 56.496 0.000 53.100 0.152 208.321RC52 g + s + w(q,l,BA) -0.979 53.203 0.000 57.516 0.152 207.591


Sheet: 1



RC53 g + s + w(p,A) 0.000 48.877 0.000 48.877 0.135 185.294RC54 g + s + w(p,B) 0.000 50.190 0.000 50.190 0.139 190.064RC55 g + s(l) + w(q,l,AA) 0.086 48.921 0.000 45.156 0.131 179.012RC56 g + s(l) + w(q,l,BB) 0.208 57.486 0.000 52.489 0.151 207.600RC57 g + s(l) + w(q,l,AB) -0.698 50.947 0.000 50.503 0.141 192.978RC58 g + s(l) + w(q,l,BA) 0.992 55.460 0.000 47.141 0.142 194.531RC59 g + s(l) + w(q,r,AA) -0.091 49.227 0.000 45.146 0.131 179.228RC60 g + s(l) + w(q,l,BB) -0.210 56.476 0.000 53.481 0.151 207.308RC61 g + s(l) + w(q,r,AB) 0.678 54.498 0.000 47.106 0.142 194.199RC62 g + s(l) + w(q,l,BA) -0.979 51.205 0.000 51.522 0.141 192.903RC63 g + s(l) + w(p,A) 0.000 46.879 0.000 42.882 0.124 170.606RC64 g + s(l) + w(p,B) 0.000 48.192 0.000 44.195 0.128 175.376RC65 g + s(r) + w(q,l,AA) 0.086 44.924 0.000 49.152 0.130 178.847RC66 g + s(r) + w(q,l,BB) 0.208 53.490 0.000 56.485 0.151 207.572RC67 g + s(r) + w(q,l,AB) -0.698 46.951 0.000 54.500 0.141 193.310RC68 g + s(r) + w(q,l,BA) 0.992 51.464 0.000 51.138 0.141 193.441RC69 g + s(r) + w(q,r,AA) -0.091 45.230 0.000 49.142 0.131 179.228RC70 g + s(r) + w(q,l,BB) -0.210 52.479 0.000 57.478 0.151 207.308RC71 g + s(r) + w(q,r,AB) 0.678 50.501 0.000 51.102 0.141 193.633RC72 g + s(r) + w(q,l,BA) -0.979 47.208 0.000 55.518 0.141 193.867RC73 g + s(r) + w(p,A) 0.000 42.882 0.000 46.879 0.124 170.606RC74 g + s(r) + w(p,B) 0.000 44.195 0.000 48.192 0.128 175.376Max 0.992 74.845 0.000 74.840 0.204 279.369Min -0.979 32.890 0.000 32.890 0.092 126.545

Result Combinations for Serviceability Limit State (Characteristic Values)

RC75 g 0.000 31.063 0.000 31.063 0.086 118.080RC76 g + s 0.000 52.378 0.000 52.378 0.143 196.413RC77 g + s(l) 0.000 49.714 0.000 44.385 0.129 177.142RC78 g + s(r) 0.000 44.385 0.000 49.714 0.129 176.832RC79 g + s + w(q,l,AA) 0.034 49.577 0.000 49.670 0.136 186.564RC80 g + s + w(q,l,BB) 0.083 53.003 0.000 52.603 0.144 198.054RC81 g + s + w(q,l,AB) -0.279 50.388 0.000 51.809 0.140 192.216RC82 g + s + w(q,l,BA) 0.397 52.193 0.000 50.464 0.140 192.401RC83 g + s + w(q,r,AA) -0.036 49.699 0.000 49.666 0.136 186.716RC84 g + s + w(q,l,BB) -0.084 52.599 0.000 53.000 0.144 197.948RC85 g + s + w(q,r,AB) 0.271 51.808 0.000 50.450 0.140 192.478RC86 g + s + w(q,l,BA) -0.391 50.491 0.000 52.216 0.140 192.186RC87 g + s + w(p,A) 0.000 48.760 0.000 48.760 0.134 183.268RC88 g + s + w(p,B) 0.000 49.285 0.000 49.285 0.135 185.176RC89 g + s(l) + w(q,l,AA) 0.034 46.913 0.000 41.677 0.122 167.435RC90 g + s(l) + w(q,l,BB) 0.083 50.339 0.000 44.610 0.131 178.871RC91 g + s(l) + w(q,l,AB) -0.279 47.724 0.000 43.816 0.126 172.663RC92 g + s(l) + w(q,l,BA) 0.397 49.529 0.000 42.471 0.127 173.643RC93 g + s(l) + w(q,r,AA) -0.036 47.035 0.000 41.673 0.122 167.433RC94 g + s(l) + w(q,l,BB) -0.084 49.935 0.000 45.007 0.130 178.569RC95 g + s(l) + w(q,r,AB) 0.271 49.144 0.000 42.457 0.127 173.510RC96 g + s(l) + w(q,l,BA) -0.391 47.827 0.000 44.223 0.126 172.602RC97 g + s(l) + w(p,A) 0.000 46.096 0.000 40.767 0.120 164.048RC98 g + s(l) + w(p,B) 0.000 46.621 0.000 41.292 0.121 165.949RC99 g + s(r) + w(q,l,AA) 0.034 41.584 0.000 47.006 0.122 166.987

RC100 g + s(r) + w(q,l,BB) 0.083 45.010 0.000 49.939 0.130 178.470RC101 g + s(r) + w(q,l,AB) -0.279 42.395 0.000 49.145 0.126 173.043RC102 g + s(r) + w(q,l,BA) 0.397 44.200 0.000 47.800 0.126 172.817RC103 g + s(r) + w(q,r,AA) -0.036 41.706 0.000 47.002 0.122 167.322RC104 g + s(r) + w(q,l,BB) -0.084 44.606 0.000 50.336 0.130 178.482RC105 g + s(r) + w(q,r,AB) 0.271 43.815 0.000 47.786 0.126 172.894RC106 g + s(r) + w(q,l,BA) -0.391 42.498 0.000 49.552 0.126 173.266RC107 g + s(r) + w(p,A) 0.000 40.767 0.000 46.096 0.120 163.778RC108 g + s(r) + w(p,B) 0.000 41.292 0.000 46.621 0.121 165.673RC109 g + w(q,l,AA) 0.057 26.395 0.000 26.549 0.074 101.665RC110 g + w(q,l,BB) 0.139 32.105 0.000 31.438 0.088 120.814RC111 g + w(q,l,AB) -0.465 27.746 0.000 30.114 0.081 111.085RC112 g + w(q,l,BA) 0.661 30.754 0.000 27.873 0.081 111.538RC113 g + w(q,r,AA) -0.061 26.599 0.000 26.542 0.074 101.919RC114 g + w(q,l,BB) -0.140 31.431 0.000 32.100 0.088 120.639RC115 g + w(q,r,AB) 0.452 30.113 0.000 27.849 0.081 111.522RC116 g + w(q,l,BA) -0.652 27.917 0.000 30.793 0.081 111.036RC117 g + w(p,A) 0.000 25.033 0.000 25.033 0.070 96.171RC118 g + w(p,B) 0.000 25.909 0.000 25.909 0.072 99.351RC119 g + s + w(q,l,AA) 0.057 37.052 0.000 37.207 0.103 140.831RC120 g + s + w(q,l,BB) 0.139 42.763 0.000 42.095 0.117 159.981RC121 g + s + w(q,l,AB) -0.465 38.403 0.000 40.771 0.110 150.252RC122 g + s + w(q,l,BA) 0.661 41.412 0.000 38.530 0.110 150.560


Sheet: 1



RC123 g + s + w(q,r,AA) -0.061 37.256 0.000 37.200 0.103 141.085RC124 g + s + w(q,l,BB) -0.140 42.089 0.000 42.757 0.117 159.805RC125 g + s + w(q,r,AB) 0.452 40.770 0.000 38.507 0.110 150.689RC126 g + s + w(q,l,BA) -0.652 38.575 0.000 41.451 0.110 150.202RC127 g + s + w(p,A) 0.000 35.691 0.000 35.691 0.099 135.337RC128 g + s + w(p,B) 0.000 36.566 0.000 36.566 0.101 138.518RC129 g + s(l) + w(q,l,AA) 0.057 35.720 0.000 33.210 0.096 131.078RC130 g + s(l) + w(q,l,BB) 0.139 41.431 0.000 38.099 0.110 150.189RC131 g + s(l) + w(q,l,AB) -0.465 37.071 0.000 36.775 0.103 140.460RC132 g + s(l) + w(q,l,BA) 0.661 40.080 0.000 34.534 0.103 141.424RC133 g + s(l) + w(q,r,AA) -0.061 35.924 0.000 33.203 0.096 131.294RC134 g + s(l) + w(q,l,BB) -0.140 40.757 0.000 38.761 0.109 150.013RC135 g + s(l) + w(q,r,AB) 0.452 39.438 0.000 34.510 0.103 141.203RC136 g + s(l) + w(q,l,BA) -0.652 37.243 0.000 37.454 0.102 140.410RC137 g + s(l) + w(p,A) 0.000 34.359 0.000 31.694 0.092 125.546RC138 g + s(l) + w(p,B) 0.000 35.234 0.000 32.569 0.094 128.725RC139 g + s(r) + w(q,l,AA) 0.057 33.056 0.000 35.875 0.096 131.040RC140 g + s(r) + w(q,l,BB) 0.139 38.766 0.000 40.763 0.110 150.189RC141 g + s(r) + w(q,l,AB) -0.465 34.407 0.000 39.439 0.103 140.566RC142 g + s(r) + w(q,l,BA) 0.661 37.415 0.000 37.198 0.103 140.768RC143 g + s(r) + w(q,r,AA) -0.061 33.260 0.000 35.868 0.096 131.294RC144 g + s(r) + w(q,l,BB) -0.140 38.092 0.000 41.425 0.109 150.013RC145 g + s(r) + w(q,r,AB) 0.452 36.774 0.000 37.174 0.103 140.897RC146 g + s(r) + w(q,l,BA) -0.652 34.578 0.000 40.119 0.103 140.938RC147 g + s(r) + w(p,A) 0.000 31.694 0.000 34.359 0.092 125.546RC148 g + s(r) + w(p,B) 0.000 32.569 0.000 35.234 0.094 128.725RC149 g 0.000 55.913 0.000 55.913 0.155 212.544RC150 g + s 0.000 77.228 0.000 77.228 0.212 290.877RC151 g + s(l) 0.000 74.564 0.000 69.235 0.198 271.293RC152 g + s(r) 0.000 69.235 0.000 74.564 0.198 271.293RC153 g + s + w(q,l,AA) 0.034 74.427 0.000 74.520 0.205 281.028RC154 g + s + w(q,l,BB) 0.083 77.854 0.000 77.453 0.213 292.518RC155 g + s + w(q,l,AB) -0.279 75.238 0.000 76.659 0.209 286.680RC156 g + s + w(q,l,BA) 0.397 77.043 0.000 75.314 0.209 286.865RC157 g + s + w(q,r,AA) -0.036 74.550 0.000 74.516 0.205 281.180RC158 g + s + w(q,l,BB) -0.084 77.449 0.000 77.850 0.213 292.412RC159 g + s + w(q,r,AB) 0.271 76.658 0.000 75.300 0.209 286.942RC160 g + s + w(q,l,BA) -0.391 75.341 0.000 77.066 0.209 286.650RC161 g + s + w(p,A) 0.000 73.611 0.000 73.611 0.203 277.732RC162 g + s + w(p,B) 0.000 74.136 0.000 74.136 0.204 279.640RC163 g + s(l) + w(q,l,AA) 0.034 71.763 0.000 66.527 0.191 261.444RC164 g + s(l) + w(q,l,BB) 0.083 75.190 0.000 69.460 0.199 272.934RC165 g + s(l) + w(q,l,AB) -0.279 72.574 0.000 68.666 0.195 267.096RC166 g + s(l) + w(q,l,BA) 0.397 74.379 0.000 67.321 0.195 267.539RC167 g + s(l) + w(q,r,AA) -0.036 71.886 0.000 66.523 0.191 261.596RC168 g + s(l) + w(q,l,BB) -0.084 74.785 0.000 69.857 0.199 272.828RC169 g + s(l) + w(q,r,AB) 0.271 73.994 0.000 67.307 0.195 267.406RC170 g + s(l) + w(q,l,BA) -0.391 72.677 0.000 69.073 0.195 267.066RC171 g + s(l) + w(p,A) 0.000 70.947 0.000 65.618 0.188 258.148RC172 g + s(l) + w(p,B) 0.000 71.472 0.000 66.143 0.190 260.056RC173 g + s(r) + w(q,l,AA) 0.034 66.434 0.000 71.856 0.191 261.444RC174 g + s(r) + w(q,l,BB) 0.083 69.861 0.000 74.789 0.199 272.934RC175 g + s(r) + w(q,l,AB) -0.279 67.245 0.000 73.995 0.195 267.096RC176 g + s(r) + w(q,l,BA) 0.397 69.050 0.000 72.650 0.195 267.281RC177 g + s(r) + w(q,r,AA) -0.036 66.557 0.000 71.852 0.191 261.596RC178 g + s(r) + w(q,l,BB) -0.084 69.456 0.000 75.186 0.199 272.828RC179 g + s(r) + w(q,r,AB) 0.271 68.665 0.000 72.636 0.195 267.358RC180 g + s(r) + w(q,l,BA) -0.391 67.348 0.000 74.402 0.195 267.066RC181 g + s(r) + w(p,A) 0.000 65.618 0.000 70.947 0.188 258.148RC182 g + s(r) + w(p,B) 0.000 66.143 0.000 71.472 0.190 260.056RC183 g + w(q,l,AA) 0.057 51.245 0.000 51.399 0.143 196.129RC184 g + w(q,l,BB) 0.139 56.956 0.000 56.288 0.157 215.279RC185 g + w(q,l,AB) -0.465 52.596 0.000 54.964 0.150 205.549RC186 g + w(q,l,BA) 0.661 55.605 0.000 52.723 0.150 205.858RC187 g + w(q,r,AA) -0.061 51.449 0.000 51.393 0.143 196.383RC188 g + w(q,l,BB) -0.140 56.282 0.000 56.950 0.157 215.103RC189 g + w(q,r,AB) 0.452 54.963 0.000 52.699 0.150 205.986RC190 g + w(q,l,BA) -0.652 52.768 0.000 55.643 0.150 205.500RC191 g + w(p,A) 0.000 49.884 0.000 49.884 0.139 190.635RC192 g + w(p,B) 0.000 50.759 0.000 50.759 0.141 193.815RC193 g + s + w(q,l,AA) 0.057 61.903 0.000 62.057 0.172 235.296RC194 g + s + w(q,l,BB) 0.139 67.613 0.000 66.946 0.186 254.445RC195 g + s + w(q,l,AB) -0.465 63.254 0.000 65.622 0.179 244.716RC196 g + s + w(q,l,BA) 0.661 66.262 0.000 63.381 0.179 245.024RC197 g + s + w(q,r,AA) -0.061 62.107 0.000 62.050 0.172 235.549


Sheet: 1



RC198 g + s + w(q,l,BB) -0.140 66.939 0.000 67.607 0.186 254.269RC199 g + s + w(q,r,AB) 0.452 65.621 0.000 63.357 0.179 245.153RC200 g + s + w(q,l,BA) -0.652 63.425 0.000 66.301 0.179 244.666RC201 g + s + w(p,A) 0.000 60.541 0.000 60.541 0.168 229.801RC202 g + s + w(p,B) 0.000 61.416 0.000 61.416 0.170 232.982RC203 g + s(l) + w(q,l,AA) 0.057 60.571 0.000 58.060 0.165 225.503RC204 g + s(l) + w(q,l,BB) 0.139 66.281 0.000 62.949 0.178 244.653RC205 g + s(l) + w(q,l,AB) -0.465 61.922 0.000 61.625 0.171 234.924RC206 g + s(l) + w(q,l,BA) 0.661 64.930 0.000 59.384 0.172 235.320RC207 g + s(l) + w(q,r,AA) -0.061 60.775 0.000 58.054 0.165 225.758RC208 g + s(l) + w(q,l,BB) -0.140 65.607 0.000 63.611 0.178 244.477RC209 g + s(l) + w(q,r,AB) 0.452 64.289 0.000 59.360 0.172 235.361RC210 g + s(l) + w(q,l,BA) -0.652 62.093 0.000 62.304 0.171 234.874RC211 g + s(l) + w(p,A) 0.000 59.209 0.000 56.545 0.161 220.010RC212 g + s(l) + w(p,B) 0.000 60.084 0.000 57.420 0.163 223.189RC213 g + s(r) + w(q,l,AA) 0.057 57.906 0.000 60.725 0.165 225.503RC214 g + s(r) + w(q,l,BB) 0.139 63.617 0.000 65.614 0.178 244.653RC215 g + s(r) + w(q,l,AB) -0.465 59.257 0.000 64.290 0.171 234.924RC216 g + s(r) + w(q,l,BA) 0.661 62.266 0.000 62.049 0.172 235.232RC217 g + s(r) + w(q,r,AA) -0.061 58.110 0.000 60.718 0.165 225.758RC218 g + s(r) + w(q,l,BB) -0.140 62.943 0.000 66.275 0.178 244.477RC219 g + s(r) + w(q,r,AB) 0.452 61.624 0.000 62.025 0.172 235.361RC220 g + s(r) + w(q,l,BA) -0.652 59.429 0.000 64.969 0.171 234.874RC221 g + s(r) + w(p,A) 0.000 56.545 0.000 59.209 0.161 220.010RC222 g + s(r) + w(p,B) 0.000 57.420 0.000 60.084 0.163 223.189

Max 0.661 77.854 0.000 77.850 0.213 292.518Min -0.652 25.033 0.000 25.033 0.070 96.171

Result Combinations for Fire Resistance (Design Values)

RC223 g 0.000 31.063 0.000 31.063 0.138 118.080RC224 g + s 0.000 35.326 0.000 35.326 0.156 133.747RC225 g + s(l) 0.000 34.793 0.000 33.727 0.152 129.830RC226 g + s(r) 0.000 33.727 0.000 34.793 0.152 129.830RC257 g + w(q,l,AA) 0.011 30.129 0.000 30.160 0.134 114.797RC258 g + w(q,l,BB) 0.028 31.271 0.000 31.138 0.138 118.627RC259 g + w(q,l,AB) -0.093 30.400 0.000 30.873 0.136 116.681RC260 g + w(q,l,BA) 0.132 31.001 0.000 30.425 0.136 116.743RC261 g + w(q,r,AA) -0.012 30.170 0.000 30.159 0.134 114.848RC262 g + w(q,l,BB) -0.028 31.137 0.000 31.270 0.138 118.592RC263 g + w(q,r,AB) 0.090 30.873 0.000 30.420 0.136 116.768RC264 g + w(q,l,BA) -0.130 30.434 0.000 31.009 0.136 116.671RC265 g + w(p,A) 0.000 29.857 0.000 29.857 0.133 113.698RC266 g + w(p,B) 0.000 30.032 0.000 30.032 0.133 114.334

Max 0.132 35.326 0.000 35.326 0.156 133.747Min -0.130 29.857 0.000 29.857 0.133 113.698

Stabilising Forces

Overturning Moment for Forked Support Td 3.492 kNm Eq. (14) Axial Force at Compression Chord Nd 89.571 kN Eq. (15)

Equiv. Load q 0.204 kN/m Eq. (16)

DEFORMATIONSLC Result Combinations Left Support [mm] Max. Span Deform. Right Support [mm]

RC Description uZ,A uX,A X [m] max uZ [mm] uZ,B uX,B

Load Cases

LC1 Self-Weight + Roof Finishes

0.0 0.0 7.350 6.3 0.0 2.3

LC21 Imposed Load 0.0 0.0 0.000 0.0 0.0 0.0LC41 Snow (Both Sides

Full)0.0 0.0 7.350 4.3 0.0 1.6

LC42 Snow (Left Side Full) 0.0 0.0 6.615 3.2 0.0 1.2LC43 Snow (Right Side Full) 0.0 0.0 8.085 3.2 0.0 1.2LC51 Wind Transversely to

Ridge (left)(AA)0.0 0.0 7.350 -0.9 0.0 -0.3

LC52 Wind Transversely to Ridge (left)(BB)

0.0 0.0 5.145 0.2 0.0 0.1

LC53 Wind Transversely to Ridge (left)(AB)

0.0 0.0 5.145 -0.4 0.0 -0.1


Sheet: 1



LC54 Wind Transversely to Ridge (left)(BA)

0.0 0.0 9.555 -0.4 0.0 -0.1

LC55 Wind Transversely to Ridge (right)(AA)

0.0 0.0 6.804 -0.9 0.0 -0.3

LC56 Wind Transversely to Ridge (right)(BB)

0.0 0.0 9.555 0.1 0.0 0.0

LC57 Wind Transversely to Ridge (right)(AB)

0.0 0.0 9.555 -0.4 0.0 -0.1

LC58 Wind Transversely to Ridge (right)(BA)

0.0 0.0 4.410 -0.4 0.0 -0.1

LC59 Wind Parallel to Ridge (A)

0.0 0.0 7.350 -1.2 0.0 -0.4

LC60 Wind Parallel to Ridge (B)

0.0 0.0 7.350 -1.0 0.0 -0.4

Result Combinations

RC75 g 0.0 0.0 7.350 6.3 0.0 2.3RC76 g + s 0.0 0.0 7.350 10.6 0.0 3.9RC77 g + s(l) 0.0 0.0 6.804 9.6 0.0 3.5RC78 g + s(r) 0.0 0.0 7.350 9.6 0.0 3.5RC79 g + s + w(q,l,AA) 0.0 0.0 7.350 10.1 0.0 3.7RC80 g + s + w(q,l,BB) 0.0 0.0 7.350 10.7 0.0 3.9RC81 g + s + w(q,l,AB) 0.0 0.0 7.350 10.4 0.0 3.8RC82 g + s + w(q,l,BA) 0.0 0.0 7.350 10.4 0.0 3.8RC83 g + s + w(q,r,AA) 0.0 0.0 7.350 10.1 0.0 3.7RC84 g + s + w(q,l,BB) 0.0 0.0 7.350 10.7 0.0 3.9RC85 g + s + w(q,r,AB) 0.0 0.0 7.350 10.4 0.0 3.8RC86 g + s + w(q,l,BA) 0.0 0.0 7.350 10.4 0.0 3.8RC87 g + s + w(p,A) 0.0 0.0 7.350 9.9 0.0 3.6RC88 g + s + w(p,B) 0.0 0.0 7.350 10.0 0.0 3.6RC89 g + s(l) + w(q,l,AA) 0.0 0.0 6.804 9.0 0.0 3.3RC90 g + s(l) + w(q,l,BB) 0.0 0.0 6.804 9.6 0.0 3.5RC91 g + s(l) + w(q,l,AB) 0.0 0.0 7.350 9.3 0.0 3.4RC92 g + s(l) + w(q,l,BA) 0.0 0.0 6.804 9.4 0.0 3.4RC93 g + s(l) + w(q,r,AA) 0.0 0.0 6.804 9.0 0.0 3.3RC94 g + s(l) + w(q,l,BB) 0.0 0.0 6.804 9.6 0.0 3.5RC95 g + s(l) + w(q,r,AB) 0.0 0.0 6.804 9.3 0.0 3.4RC96 g + s(l) + w(q,l,BA) 0.0 0.0 7.350 9.3 0.0 3.4RC97 g + s(l) + w(p,A) 0.0 0.0 6.804 8.8 0.0 3.2RC98 g + s(l) + w(p,B) 0.0 0.0 6.804 8.9 0.0 3.2RC99 g + s(r) + w(q,l,AA) 0.0 0.0 7.350 9.0 0.0 3.3

RC100 g + s(r) + w(q,l,BB) 0.0 0.0 7.350 9.6 0.0 3.5RC101 g + s(r) + w(q,l,AB) 0.0 0.0 8.046 9.3 0.0 3.4RC102 g + s(r) + w(q,l,BA) 0.0 0.0 7.350 9.3 0.0 3.4RC103 g + s(r) + w(q,r,AA) 0.0 0.0 7.350 9.0 0.0 3.3RC104 g + s(r) + w(q,l,BB) 0.0 0.0 7.350 9.6 0.0 3.5RC105 g + s(r) + w(q,r,AB) 0.0 0.0 7.350 9.3 0.0 3.4RC106 g + s(r) + w(q,l,BA) 0.0 0.0 8.046 9.3 0.0 3.4RC107 g + s(r) + w(p,A) 0.0 0.0 7.350 8.8 0.0 3.2RC108 g + s(r) + w(p,B) 0.0 0.0 7.350 8.9 0.0 3.2RC109 g + w(q,l,AA) 0.0 0.0 7.350 5.5 0.0 2.0RC110 g + w(q,l,BB) 0.0 0.0 7.350 6.5 0.0 2.4RC111 g + w(q,l,AB) 0.0 0.0 7.350 5.9 0.0 2.2RC112 g + w(q,l,BA) 0.0 0.0 6.804 6.0 0.0 2.2RC113 g + w(q,r,AA) 0.0 0.0 7.350 5.5 0.0 2.0RC114 g + w(q,l,BB) 0.0 0.0 7.350 6.5 0.0 2.3RC115 g + w(q,r,AB) 0.0 0.0 7.350 6.0 0.0 2.2RC116 g + w(q,l,BA) 0.0 0.0 7.350 6.0 0.0 2.2RC117 g + w(p,A) 0.0 0.0 7.350 5.1 0.0 1.9RC118 g + w(p,B) 0.0 0.0 7.350 5.3 0.0 1.9RC119 g + s + w(q,l,AA) 0.0 0.0 7.350 7.6 0.0 2.8RC120 g + s + w(q,l,BB) 0.0 0.0 7.350 8.6 0.0 3.1RC121 g + s + w(q,l,AB) 0.0 0.0 7.350 8.1 0.0 2.9RC122 g + s + w(q,l,BA) 0.0 0.0 7.350 8.1 0.0 3.0RC123 g + s + w(q,r,AA) 0.0 0.0 7.350 7.6 0.0 2.8RC124 g + s + w(q,l,BB) 0.0 0.0 7.350 8.6 0.0 3.1RC125 g + s + w(q,r,AB) 0.0 0.0 7.350 8.1 0.0 2.9RC126 g + s + w(q,l,BA) 0.0 0.0 7.350 8.1 0.0 2.9RC127 g + s + w(p,A) 0.0 0.0 7.350 7.3 0.0 2.6RC128 g + s + w(p,B) 0.0 0.0 7.350 7.5 0.0 2.7RC129 g + s(l) + w(q,l,AA) 0.0 0.0 7.350 7.1 0.0 2.6RC130 g + s(l) + w(q,l,BB) 0.0 0.0 7.350 8.1 0.0 2.9RC131 g + s(l) + w(q,l,AB) 0.0 0.0 7.350 7.6 0.0 2.7RC132 g + s(l) + w(q,l,BA) 0.0 0.0 6.804 7.6 0.0 2.8


Sheet: 1



RC133 g + s(l) + w(q,r,AA) 0.0 0.0 7.350 7.1 0.0 2.6RC134 g + s(l) + w(q,l,BB) 0.0 0.0 7.350 8.1 0.0 2.9RC135 g + s(l) + w(q,r,AB) 0.0 0.0 6.804 7.6 0.0 2.8RC136 g + s(l) + w(q,l,BA) 0.0 0.0 7.350 7.6 0.0 2.7RC137 g + s(l) + w(p,A) 0.0 0.0 7.350 6.7 0.0 2.4RC138 g + s(l) + w(p,B) 0.0 0.0 7.350 6.9 0.0 2.5RC139 g + s(r) + w(q,l,AA) 0.0 0.0 7.350 7.1 0.0 2.6RC140 g + s(r) + w(q,l,BB) 0.0 0.0 7.350 8.1 0.0 2.9RC141 g + s(r) + w(q,l,AB) 0.0 0.0 8.046 7.6 0.0 2.7RC142 g + s(r) + w(q,l,BA) 0.0 0.0 7.350 7.6 0.0 2.8RC143 g + s(r) + w(q,r,AA) 0.0 0.0 7.350 7.1 0.0 2.6RC144 g + s(r) + w(q,l,BB) 0.0 0.0 7.350 8.1 0.0 2.9RC145 g + s(r) + w(q,r,AB) 0.0 0.0 7.350 7.6 0.0 2.8RC146 g + s(r) + w(q,l,BA) 0.0 0.0 8.046 7.6 0.0 2.7RC147 g + s(r) + w(p,A) 0.0 0.0 7.350 6.7 0.0 2.4RC148 g + s(r) + w(p,B) 0.0 0.0 7.350 6.9 0.0 2.5RC149 g 0.0 0.0 7.350 11.4 0.0 4.1RC150 g + s 0.0 0.0 7.350 15.7 0.0 5.7RC151 g + s(l) 0.0 0.0 7.350 14.6 0.0 5.3RC152 g + s(r) 0.0 0.0 7.350 14.6 0.0 5.3RC153 g + s + w(q,l,AA) 0.0 0.0 7.350 15.2 0.0 5.5RC154 g + s + w(q,l,BB) 0.0 0.0 7.350 15.8 0.0 5.7RC155 g + s + w(q,l,AB) 0.0 0.0 7.350 15.5 0.0 5.6RC156 g + s + w(q,l,BA) 0.0 0.0 7.350 15.5 0.0 5.6RC157 g + s + w(q,r,AA) 0.0 0.0 7.350 15.2 0.0 5.5RC158 g + s + w(q,l,BB) 0.0 0.0 7.350 15.8 0.0 5.7RC159 g + s + w(q,r,AB) 0.0 0.0 7.350 15.5 0.0 5.6RC160 g + s + w(q,l,BA) 0.0 0.0 7.350 15.5 0.0 5.6RC161 g + s + w(p,A) 0.0 0.0 7.350 15.0 0.0 5.4RC162 g + s + w(p,B) 0.0 0.0 7.350 15.1 0.0 5.5RC163 g + s(l) + w(q,l,AA) 0.0 0.0 7.350 14.1 0.0 5.1RC164 g + s(l) + w(q,l,BB) 0.0 0.0 7.350 14.7 0.0 5.3RC165 g + s(l) + w(q,l,AB) 0.0 0.0 7.350 14.4 0.0 5.2RC166 g + s(l) + w(q,l,BA) 0.0 0.0 6.804 14.4 0.0 5.2RC167 g + s(l) + w(q,r,AA) 0.0 0.0 7.350 14.1 0.0 5.1RC168 g + s(l) + w(q,l,BB) 0.0 0.0 7.350 14.7 0.0 5.3RC169 g + s(l) + w(q,r,AB) 0.0 0.0 7.350 14.4 0.0 5.2RC170 g + s(l) + w(q,l,BA) 0.0 0.0 7.350 14.4 0.0 5.2RC171 g + s(l) + w(p,A) 0.0 0.0 7.350 13.9 0.0 5.0RC172 g + s(l) + w(p,B) 0.0 0.0 7.350 14.0 0.0 5.1RC173 g + s(r) + w(q,l,AA) 0.0 0.0 7.350 14.1 0.0 5.1RC174 g + s(r) + w(q,l,BB) 0.0 0.0 7.350 14.7 0.0 5.3RC175 g + s(r) + w(q,l,AB) 0.0 0.0 7.350 14.4 0.0 5.2RC176 g + s(r) + w(q,l,BA) 0.0 0.0 7.350 14.4 0.0 5.2RC177 g + s(r) + w(q,r,AA) 0.0 0.0 7.350 14.1 0.0 5.1RC178 g + s(r) + w(q,l,BB) 0.0 0.0 7.350 14.7 0.0 5.3RC179 g + s(r) + w(q,r,AB) 0.0 0.0 7.350 14.4 0.0 5.2RC180 g + s(r) + w(q,l,BA) 0.0 0.0 7.350 14.4 0.0 5.2RC181 g + s(r) + w(p,A) 0.0 0.0 7.350 13.9 0.0 5.0RC182 g + s(r) + w(p,B) 0.0 0.0 7.350 14.0 0.0 5.1RC183 g + w(q,l,AA) 0.0 0.0 7.350 10.5 0.0 3.8RC184 g + w(q,l,BB) 0.0 0.0 7.350 11.6 0.0 4.2RC185 g + w(q,l,AB) 0.0 0.0 7.350 11.0 0.0 4.0RC186 g + w(q,l,BA) 0.0 0.0 7.350 11.1 0.0 4.0RC187 g + w(q,r,AA) 0.0 0.0 7.350 10.5 0.0 3.8RC188 g + w(q,l,BB) 0.0 0.0 7.350 11.6 0.0 4.2RC189 g + w(q,r,AB) 0.0 0.0 7.350 11.0 0.0 4.0RC190 g + w(q,l,BA) 0.0 0.0 7.350 11.0 0.0 4.0RC191 g + w(p,A) 0.0 0.0 7.350 10.2 0.0 3.7RC192 g + w(p,B) 0.0 0.0 7.350 10.4 0.0 3.8RC193 g + s + w(q,l,AA) 0.0 0.0 7.350 12.7 0.0 4.6RC194 g + s + w(q,l,BB) 0.0 0.0 7.350 13.7 0.0 5.0RC195 g + s + w(q,l,AB) 0.0 0.0 7.350 13.2 0.0 4.8RC196 g + s + w(q,l,BA) 0.0 0.0 7.350 13.2 0.0 4.8RC197 g + s + w(q,r,AA) 0.0 0.0 7.350 12.7 0.0 4.6RC198 g + s + w(q,l,BB) 0.0 0.0 7.350 13.7 0.0 5.0RC199 g + s + w(q,r,AB) 0.0 0.0 7.350 13.2 0.0 4.8RC200 g + s + w(q,l,BA) 0.0 0.0 7.350 13.2 0.0 4.8RC201 g + s + w(p,A) 0.0 0.0 7.350 12.3 0.0 4.5RC202 g + s + w(p,B) 0.0 0.0 7.350 12.5 0.0 4.5RC203 g + s(l) + w(q,l,AA) 0.0 0.0 7.350 12.1 0.0 4.4RC204 g + s(l) + w(q,l,BB) 0.0 0.0 7.350 13.2 0.0 4.8RC205 g + s(l) + w(q,l,AB) 0.0 0.0 7.350 12.6 0.0 4.6RC206 g + s(l) + w(q,l,BA) 0.0 0.0 7.350 12.7 0.0 4.6RC207 g + s(l) + w(q,r,AA) 0.0 0.0 7.350 12.1 0.0 4.4


Sheet: 1



RC208 g + s(l) + w(q,l,BB) 0.0 0.0 7.350 13.2 0.0 4.8RC209 g + s(l) + w(q,r,AB) 0.0 0.0 7.350 12.7 0.0 4.6RC210 g + s(l) + w(q,l,BA) 0.0 0.0 7.350 12.6 0.0 4.6RC211 g + s(l) + w(p,A) 0.0 0.0 7.350 11.8 0.0 4.3RC212 g + s(l) + w(p,B) 0.0 0.0 7.350 12.0 0.0 4.4RC213 g + s(r) + w(q,l,AA) 0.0 0.0 7.350 12.1 0.0 4.4RC214 g + s(r) + w(q,l,BB) 0.0 0.0 7.350 13.2 0.0 4.8RC215 g + s(r) + w(q,l,AB) 0.0 0.0 7.350 12.6 0.0 4.6RC216 g + s(r) + w(q,l,BA) 0.0 0.0 7.350 12.7 0.0 4.6RC217 g + s(r) + w(q,r,AA) 0.0 0.0 7.350 12.1 0.0 4.4RC218 g + s(r) + w(q,l,BB) 0.0 0.0 7.350 13.2 0.0 4.8RC219 g + s(r) + w(q,r,AB) 0.0 0.0 7.350 12.7 0.0 4.6RC220 g + s(r) + w(q,l,BA) 0.0 0.0 7.350 12.6 0.0 4.6RC221 g + s(r) + w(p,A) 0.0 0.0 7.350 11.8 0.0 4.3RC222 g + s(r) + w(p,B) 0.0 0.0 7.350 12.0 0.0 4.4

Max/Min Deformations

Max 0.0 0.0 7.350 15.8 0.0 5.7Min 0.0 0.0 7.350 -1.2 0.0 -0.4