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Transcript of Albio130
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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
200 mmMullion 200 mm
- MULLIONS
/ scale = 1 : 113 1 : 1 / PROFILE 1 : 1
/ Weight
5147 gr/m
200 mmMullion 200 mm
-
/ 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
170 mmTransom 170 mm
/ Weight
3481 gr/m
205 mmTransom 205 mm
-
/ 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)
& - PRESSURE PLATES & FACE CAPS
/ Weight
1151 gr/m
( )Face cap (Steel look)
-
/ scale = 1 : 121 1 : 1 / PROFILE 1 : 1
& - PRESSURE PLATES & FACE CAPS
/ 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
- SUPPLEMENTARY PROFILES
-
/ scale = 1 : 123 1 : 1 / PROFILE 1 : 1
- SUPPLEMENTARY PROFILES
/ 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
- SUPPLEMENTARY PROFILES
/ 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
-
- HORIZONTAL SECTION
/ SECTIONS36 / scale = 1 : 1
-
/ scale = 1 : 1
- VERTICAL SECTION
/ SECTIONS 37
38
-
/ SECTIONS38
130-50-304 - VISIBLE PRESSURE PLATE 130-50-304
-
- HORIZONTAL SECTION
/ scale = 1 : 1 / SECTIONS 39
-
/ SECTIONS40
90 - 90 EXTERNAL ANGLE o
-
- HORIZONTAL SECTION
/ SECTIONS 41 / scale = 1 : 1
38
38
-
/ SECTIONS42
90 - 90 ERNAL ANGLE o
-
/ scale = 1 : 1
- HORIZONTAL SECTION
/ SECTIONS 43
38
-
/ SECTIONS44
150 - 150 EXTERNAL ANGLE o
-
38
/ scale = 1 : 1
- HORIZONTAL SECTION
/ SECTIONS 45
-
/ SECTIONS46
135 - 135 ERNAL ANGLE o
-
/ scale = 1 : 1
- HORIZONTAL SECTION
/ SECTIONS 47
-
/ SECTIONS48
135 - 135 EXTERNAL ANGLE o
-
/ scale = 1 : 1
- HORIZONTAL SECTION
/ 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
/ SECTIONS 53 / scale = 1 : 1
-
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
/ SECTIONS 59 / scale = 1 : 1
-
- 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
- CURTAIN WALL WITH SOLAR FINSALBIO 130 ALBIO SOLAR 100 ALBIO 130 ALBIO SOLAR 100
ALBIO SHADING SYSTEMS
More details for the shading system can be found withincatalogueALBIO SHADING SYSTEMS
-
- CURTAIN WALL WITH SOLAR FINSALBIO 130 ALBIO SOLAR 100 ALBIO 130 ALBIO SOLAR 100
/ SECTIONS 63
-
/ SECTIONS64
- CURTAIN WALL WITH SOLAR FINSALBIO 130 ALBIO SOLAR 100 ALBIO 130 ALBIO SOLAR 100
/ 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.
- MULLION BRACKET ASSEMBLY
/ ASSEMBLIES
-
68
- MULLION BRACKET ASSEMBLY
C. o Anchoring of a mullion profile on the floor level
/ ASSEMBLIES
-
69
- MULLION BRACKET ASSEMBLY
/ ASSEMBLIES
D. Slab anchoring of a mullion profile under building floor.
-
70
- MULLION BRACKET ASSEMBLY
/ 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
-
79 / GLAZING OPTIONS
/ GLAZING OPTIONS
-
80 / CUTTING INSTRUCTIONS
/ GLAZING OPTIONS
-
81 / GLAZING OPTIONS
/ GLAZING OPTIONS
-
82 / CUTTING INSTRUCTIONS
/ GLAZING OPTIONS
-
83 / ACCESSORIES
- Aluminum parts
CODE DESCRIPTION
FIGURE
5136 130-50-200Transom to mullion
connector 130-50-200
5195
5181 130-50-201Transom to mullion
connector 130-50-201
130-50-202
Transom to mullionconnector 130-50-202
5226 130-50-203Transom to mullion
connector 130-50-203
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
3511 130-50-204Transom to mullion
connector 130-50-204
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