STRUCTURAL DESIGN DATA

CONTENT

INSTRUCTIONS - Qbiss one span tables | 3

Basic Data - Defining Fixing Conditions | 4

Qbiss One Power T | 5

Qbiss One Power S | 6

Qbiss One Perform C | 7

3

To use Qbiss one span tables, following notes have to be considered:

Static evidence of Qbiss One façade elements stability and their fixation is required in accordance withapplicable legislation (EN 14509 and other national technical regulations, if applicable). Static evidence is a static calculation of the assembly conditions and load for each individual building and façade type.

NOTE:Table of allowed distances cannot be used as static stability evidence. Stated values are calculated based on the most unfavourable combination of load and idealized assembly conditions and not on actual conditions. Trimo (Technical Support Department) can perform your individual static calculation with SandStat4 software application.

Possible wind conditions are a decisive factor for defining admissible assembly distances and determiningfixing conditions. Characteristic wind loads have to be defined according to national regulation (i.e. Eurocode, DIN ...). Combination coefficients and safety factors are overtaken from EN 14509 – Annex E.6: combination coefficients see Table E.6, load factors see Table E.8, material safety factors see Table E.9. Wind conditions are defined in accordance with the provisions of EN 19901 1-1-4:2005 Standard and other national standards (DIN 1055-4, NEN 6702, SniiP, ...), if applicable. According to the provisions of the European Standard, used in most countries (also applied in similar national standards), a static calculation of loads for each individual building is required.

A table of allowed distances is based on the technical data in Building and Control Permit:• Qbiss One T – Zulassung Nr. Z-10.49-625 of 23. July 2015• Qbiss One S – Zulassung Nr. Z-10.49-624 of 5. June 2014

INSTRUCTIONS - QBISS ONE SPAN TABLES

4

Fixing of Qbiss One B façade elements and admissible distances are defined, based on performed fixing tests and the relevant Gutachten Nr. Z-510 report. The admissible fixed-screw pull-out resistances - NR,d - are as stated in Building and Control Permit Z-14.1-4 for screw EJOT JT3 – 6 – 5,5 x L – E22 with ‘Pull Out Resistance’ NR,d = 1,579 kN (ETA – 13/0177 of 26. April) fixed in a steel supporting sub-structure with s = 3 mm thick, made of quality S 235 material. In case of lower quality or other materials (aluminium, wood) a static calculation of the necessary number of screws is MANDATORY.

• Values apply to simple closed buildings - special static calculation is required in case of attics.• When determining the admissible distance always consider less favourable value (wind (+),

wind (-)), fixing.• Stated admissible distances apply only to support by width b ≥ bmin and number of screws n ≥ nmin

• Stated admissible distances apply only to combination of G/s profiles and sheet metal in thicknesses 0,7/0,55 mm.

• Deformation of Qbiss One façade elements is limited to L/100 for individual loads, or for wind effects (60%), and temperature differences, respectively.

• Same length and wind effect properties apply for fixing neighbouring Qbiss One façade elements.• Static calculation is required in case of any deviations.

A table of allowed distances, possible wind conditions, fixing limitations, necessary minimal support widths, and number of fixing screws, can only be used as a guide for selection and design of the façade system.

BASIC DATA - DEFINING FIXING CONDITIONS

1. Qbiss One B façade element2. Fixing screw3. Supporting structure4. Width of the support

Fig 2.2: Elements width of support

S -t

hick

ness

bmin bmin

1

2

4 3

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QBISS ONE - TABLE OF ADMISSIBLE DISTANCES - LIMITATIONS

Wind pressure [kN/m2]

Thickness (mm)

Max. Admissible length of the facade element

[m]+ 0,25 + 0,5 + 0,75 + 1 + 1,25 + 1,5 + 1,75 + 2

80support width bmin [mm] 50 50 55 60 60 60 60 60

Span [m] 6,5 6,46 5,27 4,32 3,46 2,88 2,47 2,16

100support width bmin [mm] 50 52 64 73 75 75 75 75

Span [m] 6,5 6,5 6,13 5,31 4,34 3,61 3,1 2,71

120support width bmin [mm] 50 59 72 83 90 90 90 90

Span [m] 6,5 6,5 6,5 6,03 5,21 4,34 3,72 3,25

133support width bmin [mm] 50 62 76 88 98 99 99 100

Span [m] 6,5 6,5 6,5 6,35 5,68 4,81 4,12 3,61

150support width bmin [mm] 50 66 81 93 104 112 112 112

Span [m] 6,5 6,5 6,5 6,5 6,04 5,43 4,66 4,07

172support width bmin [mm] 58 82 101 116 120 120 120 120

Span [m] 6,5 6,5 6,5 6,5 5,98 4,99 4,27 3,74

200support width bmin [mm] 68 89 109 125 140 140 140 140

Span [m] 6,5 6,5 6,5 6,5 6,5 5,8 4,97 4,35

240support width bmin [mm] 53 74 91 105 117 128 139 148

Span [m] 6,5 6,5 6,5 6,5 5,83 5,32 4,93 4,61

QBISS ONE POWER T

Qbiss One Power T - 0,7/0,55 - Gs - M-1000Symmertical installation, 3mm thick substructure

Calculation considers each support fixed with 3, EJOT JT3 - 6 - 5,5 x L-E22 fixings

Wind load [kN/m2]Thickness (mm)

Max. Admissible length of the facade element [m] - 0,25 - 0,5 - 0,75 - 1 - 1,25 - 1,5 - 1,75 - 2

80 Span [m] 6,5 5,59 4,34 3,26 2,6 2,17 1,86 1,63100 Span [m] 6,5 6,5 4,56 3,42 2,73 2,28 1,95 1,71120 Span [m] 6,5 6,5 4,77 3,58 2,86 2,38 2,04 1,79133 Span [m] 6,5 6,5 4,88 3,66 2,92 2,44 2,09 1,83150 Span [m] 6,5 6,5 5,09 3,82 3,05 2,54 2,18 1,91172 Span [m] 6,5 6,5 5,33 4 3,2 2,66 2,28 2200 Span [m] 6,5 6,5 5,62 4,22 3,37 2,81 2,41 2,11240 Span [m] 6,5 6,5 6,05 4,54 3,63 3,02 2,59 2,27

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QBISS ONE - TABLE OF ADMISSIBLE DISTANCES - LIMITATIONS

Wind pressure [kN/m2]Thickness (mm)

Max. Admissible length of the facade element [m] + 0,25 + 0,5 + 0,75 + 1 + 1,25 + 1,5 + 1,75 + 2

80support width bmin [mm] 50 50 50 53 56 56 56 56

Span [m] 6,5 6,5 6,41 5,55 4,69 3,91 3,35 2,93

100support width bmin [mm] 50 50 52 60 67 70 70 70

Span [m] 6,5 6,5 6,5 6,3 5,64 4,9 4,2 3,67

120support width bmin [mm] 50 50 58 66 74 81 84 84

Span [m] 6,5 6,5 6,5 6,5 6,24 5,7 5,04 4,41

133support width bmin [mm] 50 50 60 70 78 85 92 93

Span [m] 6,5 6,5 6,5 6,5 6,5 5,98 5,54 4,89

150support width bmin [mm] 50 52 64 74 83 91 98 104

Span [m] 6,5 6,5 6,5 6,5 6,5 6,35 5,88 5,5

172support width bmin [mm] 50 56 68 79 88 96 104 111

Span [m] 6,5 6,5 6,5 6,5 6,5 6,5 6,26 5,85

200support width bmin [mm] 50 60 73 85 95 103 112 119

Span [m] 6,5 6,5 6,5 6,5 6,5 6,5 6,5 6,29

240support width bmin [mm] 50 65 80 92 103 112 122 130

Span [m] 6,5 6,5 6,5 6,5 6,5 6,5 6,5 6,5

QBISS ONE POWER S

Wind suction [kN/m2]Thickness (mm)

Max. Admissible length of the facade element [m] - 0,25 - 0,5 - 0,75 - 1 - 1,25 - 1,5 - 1,75 - 2

80 Span [m] 6,5 6,5 5,74 4,46 3,56 2,97 2,54 2,23100 Span [m] 6,5 6,5 6,34 4,76 3,8 3,17 2,72 2,38120 Span [m] 6,5 6,5 6,5 5,06 4,04 3,37 2,89 2,53133 Span [m] 6,5 6,5 6,5 5,26 4,2 3,5 3 2,63150 Span [m] 6,5 6,5 6,5 5,52 4,41 3,68 3,15 2,76172 Span [m] 6,5 6,5 6,5 5,84 4,67 3,89 3,33 2,92200 Span [m] 6,5 6,5 6,5 6,26 5 4,17 3,57 3,13240 Span [m] 6,5 6,5 6,5 6,5 5,5 4,58 3,93 3,44

Qbiss One Power S - 0,7/0,55 - Gs - M-1000Symmertical installation, 3mm thick substructureCalculation considers each support fixed with 3, EJOT JT3 - 6 - 5,5 x L-E22 fixings

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QBISS ONE - TABLE OF ADMISSIBLE DISTANCES - LIMITATIONS

Wind pressure [kN/m2]

Thickness (mm)

Max. Admissible length of the facade element

[m]+ 0,25 + 0,5 + 0,75 + 1 + 1,25 + 1,5 + 1,75 + 2

80support width bmin [mm] 50 50 50 50 50 50 50 50

Span [m] 6,5 5,97 4,87 4,22 3,6 3 2,57 2,25

100support width bmin [mm] 50 50 50 50 57 62 62 62

Span [m] 6,5 6,5 5,45 4,72 4,22 3,76 3,22 2,82

120support width bmin [mm] 50 50 50 56 65 72 78 78

Span [m] 6,5 6,5 5,97 5,17 4,63 4,22 3,87 3,38

133support width bmin [mm] 50 50 50 59 68 76 83 88

Span [m] 6,5 6,5 6,24 5,4 4,83 4,41 4,08 3,75

150support width bmin [mm] 50 50 53 63 72 80 88 95

Span [m] 6,5 6,5 6,5 5,68 5,08 4,63 4,29 4,01

172support width bmin [mm] 50 50 57 67 77 86 94 96

Span [m] 6,5 6,5 6,5 5,99 5,36 4,89 4,53 4,05

200support width bmin [mm] 50 50 61 72 82 91 100 107

Span [m] 6,5 6,5 6,5 6,34 5,67 5,18 4,79 4,48

240support width bmin [mm] 50 51 65 78 88 98 107 109

Span [m] 6,5 6,5 6,5 6,5 6,04 5,51 5,1 4,52

QBISS ONE PERFORM C

Qbiss One Perform C - 0,7/0,55 - Gs - M-1000Symmertical installation, 3mm thick substructure

Calculation considers each support fixed with 3, EJOT JT3 - 6 - 5,5 x L-E22 fixings

Wind load [kN/m2]Thickness (mm)

Max. Admissible length of the facade element [m] - 0,25 - 0,5 - 0,75 - 1 - 1,25 - 1,5 - 1,75 - 2

80 Span [m] 6,5 5,8 3,87 2,9 2,32 1,93 1,66 1,45100 Span [m] 6,5 6,32 4,21 3,16 2,53 2,11 1,81 1,58120 Span [m] 6,5 6,5 4,56 3,41 2,74 2,28 1,95 1,71133 Span [m] 6,5 6,5 4,77 3,58 2,86 2,39 2,05 1,79150 Span [m] 6,5 6,5 5,04 3,78 3,02 2,52 2,16 1,89172 Span [m] 6,5 6,5 5,41 4,06 3,25 2,71 2,32 2,03200 Span [m] 6,5 6,5 5,89 4,42 3,54 2,95 2,53 2,21240 Span [m] 6,5 6,5 6,5 4,92 3,94 3,28 2,81 2,46

Trimo d.o.o., Prijateljeva cesta 12, 8210 Trebnje, Sloveniat: +386 (0)7 34 60 200 f: +386 (0)7 34 60 127 e: qbiss.one@trimo-group.com w: www.trimo-group.com

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