Albio130

TABLE OF CONTENTS

/ .................... 3SUMMARY

/ .............................................11PROFILES

/ ............................................. 31SECTIONS

/ .......................... 83ACCESSORIES

/ .................. 65ASSEMBLIES

/ ...........................89PRESS MACHINES

. . 50mm, 6 36mm.

60 1192 cm . , , .

4

INTRODUCTION

Conventional curtain-wall system with classicdesign, applied in modern construction projects.Albio 130 offers ease of construction as well asvarious options for the decorative face cap profile.With 50mm of visible profile width, the system issuitable for a 6 to 36mm glazing thickness. Themullion profiles cover a wide range of moment of

inertia between 60 and 1192 cm . In cases wherebigger moment of inertia is required, the systemoffers a range of mullion support profiles.

4

/ ............................................... 90STATICS

/ ............................ 77GLAZING OPTIONS

1

/ ...... 75CUTTING INSTRUCTIONS

2 QUALITY CERTIFICATES

/ SUMMARY

- MULLIONS

/ scale = 1 : 23

PROFILES

(gr/m)WEIGHT (gr/m)

(m)LENGTH (m)

130-50-101130-50-102130-50-103130-50-104130-50-105130-50-106

130-50-108

217924522908348941774401

1324

666666

6130-50-120 2895 6

130-50-107 5147 6

130-50-100 1399 6

/ SUMMARY

PROFILES

(gr/m)WEIGHT (gr/m)

(m)LENGTH (m)

130-50-200130-50-201130-50-202130-50-203130-50-204130-50-205

150517521997231528553481

666666

/ scale = 1 : 24

- TRANSOMS

/ SUMMARY

PROFILES

(gr/m)WEIGHT (gr/m)

(m)LENGTH (m)

130-50-401130-50-402130-50-403130-50-404

1636194422683156

6666

/ scale = 1 : 25

- - MULLION SUPPORT PROFILES

/ SUMMARY / scale = 1 : 2

6

PROFILES

(gr/m)WEIGHT (gr/m)

(m)LENGTH (m)

130-50-300130-50-301130-50-302130-50-303130-50-304130-50-305130-50-306

4392922724691151574269

6666666

130-50-307130-50-308130-50-309

1053453269

666

& - PRESSURE PLATES & FACE CAPS

- SUPPLEMENTARY PROFILES

/ scale = 1 : 27

219244

66

9979886

66

15294

66

440 6

8339 61362 6

/ scale = 1 : 28

- PROJECTING WINDOW PROFILES

PROFILES

(gr/m)WEIGHT (gr/m)

(m)LENGTH (m)

130-50-02130-50-03130-50-05130-50-501130-50-504

152011721000974265

66666

109-314 6983

/ SUMMARY

101-063 5116

- PROJECTED WINDOW PROFILES

- ATRIUM PROFILES

/ scale = 1 : 29

PROFILES

(gr/m)WEIGHT (gr/m)

(m)LENGTH (m)

130-50-110130-50-111130-50-112130-50-206

2363282033871361

6666

130-50-207 1215130-50-216 1613130-50-220 1648

666

/ SUMMARY

/ SUMMARY / scale = 1 : 2

10

- ATRIUM PROFILES

PROFILES

(gr/m)WEIGHT (gr/m)

(m)LENGTH (m)

130-50-311130-50-312130-50-313130-50-314130-50-315

9951711327403243

66666

130-50-316 1163 6

130-50-413 7563 6130-50-414 1635 6

130-50-317 1959 6

/ Weight

2179 gr/m

66 mmMullion 66 mm

/ Weight

2452 gr/m

90 mmMullion 90 mm

/ scale = 1 : 111 1 : 1 / PROFILE 1 : 1

- MULLIONS

/ Weight

1399 gr/m

66 mmMullion 66 mm

/ scale = 1 : 112 1 : 1 / PROFILE 1 : 1

- MULLIONS

/ Weight

2908 gr/m

115 mmMullion 115 mm / Weight

3489 gr/m

165 mmMullion 165 mm

/ Weight

4177 gr/m


- MULLIONS

/ scale = 1 : 113 1 : 1 / PROFILE 1 : 1

/ Weight

5147 gr/m


/ Weight

4401 gr/m

90 OExternal corner mullion 90o

/ Weight

1324 gr/m

90 135 Mullion add-on profile for 90 internal angleo

/ scale = 1 : 114 1 : 1 / PROFILE 1 : 1

- MULLIONS

/ Weight

1959 gr/m

135Pressure plate for angle 135o

/ scale = 1 : 1

/ Weight

2895 gr/m

135 OExternal corner mullion 135o

- MULLIONS

15

16

/ Weight

1505 gr/m

45 mmTransom 45 mm

/ Weight

1752 gr/m

71 mmTransom 71 mm

- TRANSOMS

/ scale = 1 : 1

/ scale = 1 : 117 1 : 1 / PROFILE 1 : 1

- TRANSOMS

/ Weight

1997 gr/m

95 mmTransom 95 mm

/ Weight

2315 gr/m

120 mmTransom 120 mm

/ scale = 1 : 118 1 : 1 / PROFILE 1 : 1

- TRANSOMS

/ Weight

2855 gr/m


/ Weight

3481 gr/m


/ scale = 1 : 119 1 : 1 / PROFILE 1 : 1

/ Weight

1636 gr/m

- 130-50-101Reinforcement-joint profile for mullion 130-50-101

/ Weight

3156 gr/m

- 130-50-104Reinforcement-joint profile for mullion 130-50-104

/ Weight

1944 gr/m

- 130-50-102 , 130-50-105 , 130-50-106Reinforcement-joint profile for mullions130-50-102 , 102-50-105 , 102-50-106

/ Weight

2268 gr/m

- 130-50-103 , 130-50-105

Reinforcement-joint profile for mullions130-50-103 , 130-50-105

- - MULLION SUPPORT PROFILES

/ scale = 1 : 120 1 : 1 / PROFILE 1 : 1

/ Weight

439 gr/m

( )Pressure plate (For membrane sealing)

/ Weight

292 gr/m

16 mmFace cap 16 mm

/ Weight

272 gr/m

13 mmFace cap 13 mm

/ Weight

469 gr/m

( )Pressure plate (Without membrane sealing)


/ Weight

1151 gr/m

( )Face cap (Steel look)

/ scale = 1 : 121 1 : 1 / PROFILE 1 : 1


/ Weight

269 gr/m

130-50-305face cap for pressure plate 130-50-305

/ Weight

574 gr/m

90Pressure plate for 90 internal angleo

/ Weight

1053 gr/m

OVALOval shaped face cap

/ Weight

453 gr/m

135Pressure plate for 135 external angleo

/ Weight

269 gr/m

130-50-308face cap for pressure plate 130-50-308

/ scale = 1 : 122 1 : 1 / PROFILE 1 : 1

/ Weight

8339 gr/m

93 mmMullion bracket 93 mm

/ Weight

244 gr/m

37,5 mm37,5 mm glazing support

/ Weight

219 gr/m

32,5 mm32,5 mm glazing support

/ Weight

1362 gr/m

-Mullion-transom connector


/ scale = 1 : 123 1 : 1 / PROFILE 1 : 1


/ Weight

9979 gr/m

133 mmMullion bracket 133 mm

/ Weight

886 gr/m

Anti-skid plate for mullion brackets

/ Weight

440 gr/m

-Mullion-transom connector

/ Weight

152 gr/m

12 mmGlazing gap reducer 12 mm

/ Weight

94 gr/m

6 mmGlazing gap reducer 6 mm

/ scale = 1 : 124


/ Weight

1000 gr/m

Finishing profile

/ Weight

983 gr/m

ALBIO 109Assembled with albio 109 opening system

/ scale = 1 : 125 1 : 1 / PROFILE 1 : 1

/ Weight

1520 gr/m

Sash profile for projecting window

/ Weight

1172 gr/m

Sash profile for projecting window

/ Weight

974 gr/m

Frame for projecting window

/ Weight

265 gr/m

Supplementary glazing adaptor

/ Weight

116 gr/m

Connecting rod

- PROJECTING WINDOW PROFILES

/ scale = 1 : 126 1 : 1 / PROFILE 1 : 1

- ATRIUM PROFILES

/ Weight

2363 gr/m

Mullion

/ Weight

2820 gr/m

Mullion

/ scale = 1 : 127 1 : 1 / PROFILE 1 : 1

- ATRIUM PROFILES

/ Weight

3387 gr/m

Mullion

/ Weight

1648 gr/m

Ridge transom

/ Weight

1613 gr/m

Transom

/ scale = 1 : 128 1 : 1 / PROFILE 1 : 1

- ATRIUM PROFILES

/ Weight

1361 gr/m

Variable angle transom

/ Weight

1215 gr/m

Variable angle transom

/ Weight

171 gr/m

130-50-311 & 130-50-313Pressure plate cap for profiles 130-50-311 & 130-50-313

/ Weight

403 gr/m

Pressure plate for sloped roof

/ Weight

243 gr/m

Face cap for sloped roof

/ Weight

995 gr/m

135 -155 Pressure plate for angle 135 -155o o

/ Weight

1327 gr/m

90 -130 Pressure plate for angle 90 -130o o

/ Weight

1163 gr/m

Ridge transom cap

/ scale = 1 : 129 1 : 1 / PROFILE 1 : 1

- ATRIUM PROFILES

/ scale = 1 : 130 1 : 1 / PROFILE 1 : 1

- SUPPLEMENTARY ATRIUM PROFILES

/ Weight

7563 gr/m

- Mullion-mullion connector for variable angle

/ Weight

1635 gr/m

- Transom to mullion connector for variable angle

/ SECTIONS 31

/ SECTIONS32

- BASIC TYPOLOGY

/ scale = 1 : 1

- HORIZONTAL SECTION

/ SECTIONS 33

38

/ scale = 1 : 1

- VERTICAL SECTION

/ SECTIONS34

/ SECTIONS 35

130-50-307 - HORIZONTAL FACE CAP 130-50-307


/ SECTIONS36 / scale = 1 : 1

/ scale = 1 : 1

- VERTICAL SECTION

/ SECTIONS 37

38

/ SECTIONS38

130-50-304 - VISIBLE PRESSURE PLATE 130-50-304


/ scale = 1 : 1 / SECTIONS 39

/ SECTIONS40

90 - 90 EXTERNAL ANGLE o


/ SECTIONS 41 / scale = 1 : 1

38

38

/ SECTIONS42

90 - 90 ERNAL ANGLE o

/ scale = 1 : 1


/ SECTIONS 43

38

/ SECTIONS44


38

/ scale = 1 : 1


/ SECTIONS 45

/ SECTIONS46

135 - 135 ERNAL ANGLE o

/ scale = 1 : 1


/ SECTIONS 47

/ SECTIONS48


/ scale = 1 : 1


/ SECTIONS 49

/ SECTIONS50

- PROJECTING WINDOW

/ scale = 1 : 1

38

/ SECTIONS 51

- VERTICAL SECTION

/ SECTIONS52

- VERTICAL SECTION

38

ALBIO 109 - MULLION ADAPTOR FOR ALBIO 109 OPENING SYSTEM


-

More details for Opening & Tilt system can be found withincatalogue

ALBIO 109 Thermal Break System

ALBIO 109 Thermal Break System

, - LATTERAL WALL ATTACHMENT, HORIZONTAL SECTION

/ SECTIONS54 / scale = 1 : 1

38

/ scale = 1 : 1

- LATERAL MULLION SECTION

/ SECTIONS 55

& - TOP & BOTTOM FIXING BRACKET

/ SECTIONS56 / scale = Free

/ scale = Free / SECTIONS 57

& - TOP & BOTTOM FIXING BRACKET

/ SECTIONS58

- CURTAIN-WALL IN SLOPED ROOF APPLICATION

- VERTICAL SECTION


- RIDGE PURLIN VERTICAL SECTION

/ scale = 1 : 1 / SECTIONS60

- CURTAIN WALL WITH SOLAR FINSALBIO 130 ALBIO SOLAR 100 ALBIO 130 ALBIO SOLAR 100

/ SECTIONS 61 / scale = Free

ALBIO SOLAR 100 ALBIO 130ROTATING SHADING SYSTEM ON CURTAIN WALLALBIO SOLAR 100 ALBIO 130

/ scale = Free / SECTIONS62

- DETAIL - A

-DETAIL - A

100-705 - Albio 130

Support assembly connecting mullion profile 100-705and curtain wall mullion - Albio 130


ALBIO SHADING SYSTEMS

More details for the shading system can be found withincatalogueALBIO SHADING SYSTEMS


/ SECTIONS 63

/ SECTIONS64


/ scale = 1:2

B - BDETAIL B - B

100-704 - Albio 130

Support assembly sections connecting fin profile100-704 and curtain wall mullion - Albio 130

B - B

- A -

-A-

A - ADETAIL A - A

ALBIO SHADING SYSTEMS

More details for the shading systemcan be found within

catalogueALBIO SHADING

SYSTEMS

System assembly

- BASIC ASSEMBLIES

65 / ASSEMBLIES

A

F

BE

D

C

- MULLION BRACKET ASSEMBLY

66

. Steadfast slab anchoring of a mullion profile

/ ASSEMBLIES

67

B. , Slab anchoring of a mullion profile, for potential vertical movement.


/ ASSEMBLIES

68


C. o Anchoring of a mullion profile on the floor level

/ ASSEMBLIES

69


/ ASSEMBLIES

D. Slab anchoring of a mullion profile under building floor.

70


/ ASSEMBLIES

E. Customer fabricated mullion joint connector

Plastic draining cap

Mullion joint profile

Silicone

10 10mm expansion joint

- BASIC ASSEMBLY

71

F. Transom to mullion connection

Face cap

Pressure plate

133Gasket 133

PVCPVC spacer

Mullion gasket

Mullion support profile

Attachment flange

Transom to mullion connector

Transom gasket

Mullion profile

Transom profile

Face cap

Pressure plate

133Gasket 133

PVCPVC spacer

/ ASSEMBLIES

72 / ASSEMBLIES

H - TRANSOM ANGLE ASSEMBLY

- 130-50-414Transom to mullion connector 130-50-414

Mullion profile

Inclined transom profile

Mullion gasket

73 / ASSEMBLIES

130-50-413Connector 130-50-413

Inclined mullion profile

Vertical mullion profile

- INCLINATION CHANGE OF MULLION

74 / ASSEMBLIES

- WATER DRAINAGE ACCESSORY

Mullion profile

NWater drainage

75 / ASSEMBLIES

- CUTTING INSTRUCTIONS

TRANSOM PROFILE PROCESSING

1.

, , - 1.

18 mm

- - -. , .15mm

1. Transom cropping

For a transom to mullion attachment, thetransom profile must be cropped byfrom its edge, as shown in figure 1. Amongthe attachment of the transom-mullion profilesa special flange must be placed. In the casewhere flange is not needed, transom croppingmust be .

18mm

15mm

1 - Figure 1

76

- CUTTING INSTRUCTIONS

X = W1 Frame cutting length

PROJECTING WINDOW

(1) W .

X = X - 63 mm2 1 Sash cutting length

, , 62,2 (2).

1

/ CUTTING INSTRUCTIONS

77 / GLAZING OPTIONS

/ GLAZING OPTIONS

78 / CUTTING INSTRUCTIONS

/ GLAZING OPTIONS


/ GLAZING OPTIONS

83 / ACCESSORIES

- Aluminum parts

CODE DESCRIPTION

FIGURE

5136 130-50-200Transom to mullion

connector 130-50-200

5195



130-50-202

Transom to mullionconnector 130-50-202



Small mullion bracket

(FOR PROFILES 130-50-101,130-50-102, 130-50-103)

( 130-50-101,130-50-102, 130-50-103)

5429

Anti-skid platefor mullion bracket

5430



3697

( 130-50-104,130-50-105, 130-50-107)

Large mullion bracket

(FOR PROFILES 130-50-104,130-50-105, 130-50-107)

PVC P5

(A 3m)

Thermal breakPVC spacer P5

(Bar length: 3m)

PVC P10

(A 3m)

Thermal breakPVC spacer P10

(Bar length: 3m)

5890

9004

PVC P5-A

(A 3m)

Thermal breakPVC spacer P5-A

(Bar length: 3m)

CODE DESCRIPTION

FIGURE

5851 Plastic draining cap

for mullions

Water drainage5909

9003

Transom to mullionattachment flange

130

(For all transom sizes)

5034

-

130

( )

ALBIONo 130-50-307

Decorative plastic capNo 130-50-3075871

- PVC PROFILES AND PLASTIC PARTS

84 / ACCESSORIES

5507

5580 H

7018 B

Frame profile joint cornerNo 7018 B

130

Espagnolette handlelocking kit No 1305825

Plastic alignment squarefor frame No 109

109

5046

CODE DESCRIPTION

FIGURE

5163

5128

Roto ST-22

Friction hingesfor projecting windows

Roto ST-22

Roto ST-26

Friction hingesfor projecting windows

Roto ST-26

H

109-015

Frame profile joint cornerNo 109-015

Projecting windowjoint corner No 130

H

1305028

- HARDWARE AND FITTINGS

85 / ACCESSORIES

5800 3mm - 1353mm - Transom gasket

No 135

5800 5mm - 1345mm - Transom gasket

No 134

5800 8mm 136

8mm - Transom andmullion gasket No 136

5800 10mm - 13210mm - Mullion gasket

No 132

5800

5800 3.5mm - 1333.5mm - Pressure plate

gasket No 133

13mm - 137

13mm - Mullion gasketNo 137

CODE DESCRIPTION

FIGURE

5800 10mm - 13210mm - Mullion gasket

No 132A

86 / ACCESSORIES

EPDM - EPDM GASKETS

5800 5mm - 134A5mm - Transom gasket

No 134A

5800

131

Cover gasket forprojecting window frame

No 131

5800

5577

70

Projecting windowsealing gasket No 70

CODE DESCRIPTION

FIGURE

5800

No 130(EPDM)

Central gasket forprojecting window No 130

(EPDM)

139

Cover gasket forprojecting window sash

No 139

Glazing gasket 43

(EPDM)5800

43

(EPDM)

Silicone gasket

87 / ACCESSORIES

5417

EPDM - EPDM GASKETS

Junction sealing wedge 130

(Cropping area)

5042

130

( )

CODE DESCRIPTION

FIGURE

M6 x 32mm

2

Pressure plate screwStainless steel A2

M6 x 32mm

M6 x 38mm

2

Pressure plate screwStainless steel A2

M6 x 38mm

20x24mm

( )A 3m

PVC mullion finishingtube 20x24mm

(Bar length: 3m)

9000

OY

5,5 x 19mm

2

Transom to mullionconnector screw

Stainless steel A25,5 x 19mm

4,2 x 19mm

2

Transom screwStainless steel A2

4,2 x 19mm

1mm KAI

40 50mm

( )

Butyl membrane withthickness of 1mm andwidth of 40 or 50mm

(NECESSARY FOR ATRIUM ORSLOPED ROOF APPLICATIONS)

88 / ACCESSORIES

A H - MISCELLANEOUS ACCESSORIES

( DOW CORNING 791)

Weatherproofing silicone

(Dow Corning 791 recommendend)

- PROCESSING FOR PROJECTING WINDOW

89

2

3

1. 7018 BFrame profile piercing for joint corner 7018 B

2. 130Projecting sash profile piercing for joint corner 130

3. Piercing draining hole on projecting sash profile.

- FUNCTIONS

/ PRESS MACHINES

PRESS MACHINE FOR SLIDING SYSTEMS

PRESS MACHINE FOR DRAINING HOLES

102PRESS MACHINE FOR 102 CURTAIN WALL SYSTEM

90

- A 13830

, 9

.

9, 13830

,

.

,

:

In the absence of a special agreement between designer and client, Eurocode 9 sets specific limits in terms of deformation,which must not be exceeded. Based on Eurocode 9 (ENV 1999-1-1, Design of aluminium structures), the EuropeanStandard EN 13830 makes special reference on the serviceability limits of aluminium structures concerning resistance towind load.Specifically for curtain wall mullions and transoms, the following limits for the elastic deflection have been set:

or , whichever is less, where L is the length between supports.

These limits have been set for seviceability reasons, but also in order to prevent that the durability of the glass products andtheir performances will be affected negatively.

L/200 15mm

INTRODUCTION - EUROPEAN STANDARD EN 13830

:

Albio 130, .

. ( ,, ).

Note: In the next few pages you can find useful information on the geometric characteristics of the Albio 130 profiles, as

well as instructions on the selection of the appropriate mullion profile. For big and complex curtain-wall projects, a

complete static analysis is necessary in order for the profiles endurance to be examined under all possible

combinations of distress. (Structure load, wind load and seismic load).

/ STATICS

- INTRODUCTORY

,

, L . ,

( .. ), .

L/200 15mm

91

Mullionprofile

130-50-101

Transomprofile

2179 60,4 21,9 12,0 8,8

2452 115,3 27,6 18,6 11,0

2908 232,2 34,8 32,0 13,9

3475 526,5 46,8 52,5 18,7

130-50-200 1505 24,5 6,4 5,6

130-50-102

130-50-103

130-50-104

4177 820,5 57,5 69,5 23,0130-50-105

Supportprofile

130-50-201 1752 59,8 12,2 7,8

130-50-202 1997 111,5 18,0 9,9

130-50-203 2315 190,8 25,4 25,4 12,6

130-50-204 2855 429,3 42,9 42,2 17,2

130-50-205 3481 675,3 52,6 56,7 21,0

130-50-401 1636 15,3 8,6 6,4 3,8

130-50-402 1944 39,7 10,9 10,7 4,9

130-50-403 2268 81,2 13,1 15,9 5,7

130-50-404 3156 235,2 18,2 30,5 8,3

Y

14,1

19,4

24,7

X

- MOMENTS OF INERTIA

- MOMENT OF INERTIA TABLE

X

Y

X

Y

/ STATICS

5147 1191,7 66,6 87,9 26,5130-50-107

92

)DIN 1055-04:1975

,

.

, .

C .

SELECTION OF THE APPROPRIATE MULLION PROFILE

Aa)According to DIN 1055-04:1975

The first step of the selection of the proper mullion profile must be the selection of the appropriate wind load value, used for the

calculation. The table that follows, wind load values (depending on the construction height and the exposure of the structure in

wind pressure) are recommended. Parameter C is an additional safety factor.

c = 1,2 for non wind-exposed buildingsA c = 1,6 for wind-exposed buildingsA

Structure Height Wind pressure w Wind load qwWind load qw

Cc = 1,2 Cc = 1,6

0,60 KN/m2

0,96 KN/m2

0,50 KN/m2

0,80 KN/m2

1,10 KN/m2 1,32 KN/m2

0,80 KN/m2

1,28 KN/m2

1,76 KN/m220 - 100 m

8 - 20 m

0 - 8 m

- CONDITIONS AND CALCULATION FORMULA

/ STATICS

,

(1990). ( )

, , , ..,

1(1991).

.

) 1

b)According to Eurocode 1

A civil engineering structure must satisfy the new European Union requirements for safety, serviceability and durability (EN

1990). The selection of the right materials (right mullion & trnasom profiles), thus material resistance to loads which are

developed by structures self weight, wind load, snow load, etc, are described by a calculation methodology according to

Eurocode 1 (En1991).

Specialized engineers take the responsibility to apply the new European codes to civil structures.

93

In the case of facing difficulties to make calculations please contact EXALCO S.A. Research & Technical support Departmenton the phone number +302410688688

) 3 - , '''' ( )

. :

I

W

a

H

E

F

min

max

=

=

= L/2

=

=

=

Moment of Inertia

Wind load

Width L/2

Mullion height

Elasticity module

Maximum deflection

c) - In this case the mullion profile is connected to the building on top and bottom edges as well as on anintermediate point. Consider the distribution load parallelogramic and the following formula stands:

Double span beam

5

max

4

min 10fE185HaWJ

=

& .. 2410688688

- CONDITIONS AND CALCULATION FORMULA

/ STATICS

) -

, : f /200 15mm. 87,

, .

2

3

+-

= 44

2

2

max

4

min 1640251920 Ha

Ha

fEHaqI W

I

q

a

H

E

f

min

W

max

=

=

= L/2

=

=

=

Moment of Inertia

Wind load

Width L/2

Mullion height

Elasticity module

Maximum deflection

Bb) - The selection of the proper mullion profile is based on the condition for the maximum acceptabledeflection of a beam supported at two points f < H/200 < 15mm. page 87, is extracted from this condition, incombination with the following formula for the necessary moment of inertia:

Single span beamTable 3

Aa Ab

L1 L2

94

q = 1 KN/m 100 Kp/m . ,

, ... 0,6 KN/m , 0,6.

.

W2 2

2

The following presents the required moment of inertia of a mullion, referring to a wind load value of 1 KN/m2, applied on

one side of the structure. For any other wind load value, each cell of the table must be multiplied by this value. E.g. For a 0,6

KN/m2 wind load value, each cell of the table must be multiplied by a 0,6 factor.

Table

The below table stands for the case of

Notes

- MOMENT OF INERTIA CALCULATION TABLE

0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.002.00 5.86 8.61 11.16 13.43 15.38 16.95 18.10 18.81 19.05

2.20 7.82 11.53 15.02 18.20 21.02 23.42 25.34 26.74 27.60

2.40 10.17 15.05 19.67 23.96 27.85 31.27 34.15 36.46 38.13

2.60 12.95 19.20 25.17 30.79 35.96 40.62 44.69 48.11 50.83

2.80 16.20 24.05 31.61 38.78 45.47 51.59 57.08 61.85 65.85

3.00 19.95 29.65 39.04 48.02 56.47 64.32 71.47 77.85 83.38

3.20 25.84 38.46 50.72 62.50 73.69 84.19 93.88 102.69 110.51

3.40 32.96 49.10 64.83 80.02 94.54 108.27 121.09 132.89 143.57

3.60 41.45 61.79 81.68 100.95 119.48 137.11 153.72 169.18 183.37

3.80 51.49 76.80 101.60 125.73 149.02 171.31 192.45 212.30 230.72

4.00 63.24 94.38 124.96 154.79 183.68 211.47 237.97 263.04 286.51

4.20 76.90 114.82 152.12 188.59 224.03 258.24 291.04 322.24 351.67

4.40 92.65 138.40 183.47 227.62 270.64 312.31 352.43 390.78 427.17

4.60 110.71 165.44 219.42 272.40 324.14 374.40 422.96 469.58 514.05

4.80 131.29 196.25 260.40 323.45 385.16 445.25 503.48 559.60 613.37

5.00 154.61 231.18 306.85 381.35 454.38 525.65 594.90 661.85 726.24

5.20 180.91 270.56 359.25 446.67 532.49 616.42 698.15 777.39 853.84

5.40 210.43 314.77 418.08 520.02 620.23 718.40 814.19 907.29 997.38

5.60 243.41 364.19 483.85 602.02 718.36 832.48 944.05 1052.71 1158.13

5.80 280.13 419.20 557.07 693.35 827.65 959.57 1088.75 1214.81 1337.38

6.00 320.86 480.22 638.29 794.67 948.92 1100.63 1249.40 1394.83 1536.51

0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00

L or L (m)1 2Qq =1 KN/mW2

/ STATICS

95

- 2 (DIN 1055-04:1975)

:

:

:

:

:

I I

0 - 8 m

1.2

3.40 m

1.20 m

1.60 m

0-8 m 1.2 , 0.60 KN/m .

, ,

0.60. .

,

.

:

=3.40m L =1.20, 94.54 cm . =0.60 * 94.54 = 56.72

2

4

X

1 2

11 cm .

=3.40m L =1.60, 121.09 cm . =0.60 * 121.09 = 72.65 cm .

, 130-50-103 = 232.20 cm ,

4

4 4

4

1

2

CALCULATION EXAMPLE - SINGLE SPAN BEAM (DIN 1055-04:1975)

Building height:

Safety factor:

Length between supports:

LEFT side:

RIGHT side:

Table

Table

I I

0 - 8 m

1.2

3.40 m

1.20 m

1.60 m

For a 0-8 m building, with a safety factor of 1.2 , the design value of wind load is 0.60 KN/m . Using the from previous

page, we get two values of the moment of inertia, one for each side of the mullion. These values must be multiplied by 0.60.

We then add these values. Finally, we select from the that shows mullion profile moment of inertia value the appropriate

mullion profile, keeping in mind that the moment of inertia of this mullion must be greater than the sum ( + ).

Thus,

For =3.40m and L =1.20, the moment of inertia is 94.54 cm . =0.60 * 94.54 = 56.72

2

4

X

2

cm .

For =3.40m and L =1.60, the moment of inertia is 121.09 cm . =0.60 * 121.09 = 72.65 cm .

From mullion profile moment of inertia value table we select the profile 130-50-103, which has a moment of inertia = 232.20

1 2

114

4 41

- EXAMPLE

/ STATICS

Albio130

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