e85_p1-50- Presentación Determinación de Espesor de Vidrio en Edificaciones

5/17/2018 e85_p1-50- Presentaci n Determinaci n de Espesor de Vidrio en Edificaciones - ...

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E-85ETEM S.A.

ETEM is the first aluminium extrusion company in

Greece. The company designs, develops, distrib-

utes and at the same time supports modern alu-

minium systems for private housing, professional

and industrial spaces.

ETEM Building System products are certified from

high status organizations (IQnet, ELOT, CERF,

QUALICOAT, etc), from the very early stages of

their production cycling up to the point that be-

come end product such as, doors, windows, cur-

tain walls etc.

The company is in close cooperation with some of

the best architects and civil engineers for the de-

velopment of new systems. Our technical depart-

ment in collaboration with construction companies

is taking an active role at the initial building con-

struction stages. These relationships are estab-

lished in order to ensure a successful result every

time.

The end products (doors, windows, curtain wall

systems, special constructions etc) are certified

from specialized organizations and institutes of

high status and requirements.

The company provides technical support and estab-

lishes close relations and co operations with some

of the best aluminium constructors and together

we develop new systems.

. ,, , . - (IQnet, ELOT, CERF, QUALICOAT .) - - , .

- - - . -- .

.

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- - - .



E-85 / CERTIFICATES



E-85 / LETTERS OF INTRODUCTION

Dear customer,

I would like to congratulate you on your decision touse the facade system E-85 TITAN.

The facade system E-85 has been designed so thatto fulfill the highest specifications. It has been cer-tified at notified laboratories both according to theproduct standard EN 13830 and American standardsobtaining the highest results. Therefore, on this sys-tem can be affixed the CE mark.

I believe on your decision you have taken the follow-ing into consideration: The ease of fabrication in the workshop and the

ease of assembly on site Saving in terms of use of material and cost with-

out any discount on safety and functionality Effective and proved airtightness and watertight-

ness, due to large internal drains on 3 levels,without discontinuity at the junction of mullionsor transoms, carefully designed accessories andspecially designed supplementary profiles forsealing the perimeter of the facade

Optimum thermal performance, even in regionswith adverse weather conditions. The properselection of thermal spacer eliminates the for-mation of condensation Thermal transmittancecoefficient Uf = 1.5 W/m2K (For a temperaturedifference of 60oC, external temperature -40oC &

room temperature +20oC, the temperature mea-sured on the mullion is +17oC)

Variety of profiles to fully satisfy all aesthetic re-quirements and can be used in conjunction withinnovative materials such as photovoltaics andEtalbond composite panels

Variety of profiles and accessories for the con-struction of atriums, cupolas and pyramids

Finally, I would like to inform you that the Depart-ment of Technical Support is at your disposal forany question or clarification.

Th. Kassanis,Mechanical EngineerR&D Manager

,

E-85 TITAN.

-85 - - . - 13830 , - . , CE .

, -:

;

, ;

- , - 3 , - -, - ;

, . - - . Uf = 1,5 W/m2K (

60, -40 - +20, +17);

, - - Etalbond

- , .

, , -

.

Th. Kassanis,Mechanical EngineerR&D Manager



E-85 / INDICATIVE STATIC CALCULATIONS

2

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GENERAL INFORMATION

The mullions must be fixed onat least two fixing brackets,

which in turn must be fixedonto the building frameworkand never on a brickwall. Thefixing brackets must fullfil thefollowing criteria: Transfer safely all loads fromthe facade resulting from thewind pressure, weight of mul-lions and transoms and weightof infill panels Take up the dilatation of mul-lions caused by fluctuations intemperature.

ATTENTIONIn case that is required to usefixing brackets other thanthose recommended by ETEM,their performance must beprooved by written structural

calculation report.

A mullion is fixed permanentlyonly at one point and at one ormore points in fixed in suchwayso that dilatation not to beimpaired.In case that the mullion isanchored at two points theload case is trapezoidal.However, in case that themullion is anchored at three

points the load case is rectan-gular.

IMPORTANT NOTE:he distance between the fix-ing brackets, the number offixing brackets, as well as anyspecial requirements regard-ing stability of the facade must

always be taken into consid-eration by the structural engi-neer responsible for the proj-ect, as the solutions presentedin these pages are indicative.

./MINCUTTING

LENGTH

/LENGTHOFTHEMU

LLION

/LENGTHOFTHEMULLION

/LENGTHOFTHEMULLION

/ROLLING

/F

IXED

/STIFFENER

/FIXED

/ROLLING

/ROLLING

-

""

-

""

-

""

S 85 - 1



E-85

- / DIN

18056, /300 , - -, - , DIN 1055 4.

, - : - - , -

.

, , :

, - , :

/ INDICATIVE STATIC CALCULATIONS

Jx=p (a'/2) H4 108

185 Eal fcm4

SELECTION OF THE PROPER MULLION

The selection of the proper aluminium section ofa transom and/or of a mullion is in accordance to

DIN 18056, for a permissible deflection of /300in the distance between supports, considering thewind pressure, the position and the height of thebuilding,as stated in DIN 1055 part 4.

SELECTION OF THE PROPER MULLION, SUB-JECTED TO WIND LOADType of loading: single span beam subjected totrapezoidal loading or triangular loading, twin spanbeam subjected to rectangular loading

TRAPEZOIDAL LOADThe moment of inertia of a mullion, supported attwo points, subjected to wind load is given by thefollowing equation:

RECTANGULAR LOAD

The required moment of inertia of a mullion, sup-portedat three points, subjected to wind load is given bythe following equation:

Jx

= Moment of inertia cm4

p = Wind pressure Kp/m2

a', b' = Distance between mullions mH = Distance between fixing brackets mE

al= Modulus of elasticity Kp/m2

f = Deflection m f < H/300 Always f < H/300 f < 0.008 m and f < 0.008 m

f

a'/2

b'a'

b'/2

H H

f

f

a'/2

b'a'

b'/2

H

H

H

Jx



a', b' = Distance between mullions m

H = Distance between fixing brackets mEal

= Modulus of elasticity Kp/m2

f = Deflection m f < H/300 Always f < H/300 f < 0.008 m and f < 0.008 m

(1)

(2)

S 85 - 2

Jx=p (a'/2) H4

1920 Eal f108 25-40 +16

(a'/2)2

H2 H4cm4

(a'/2)4



E-85

SELECTION OF THE PROPER MULLION

If the required moment of inertia Jx is to be

determined for a deflection other than H/300,

e.g between the edges of the glass panes,the the moment of inertia which has been

evaluated must be corrected by the following

factor:

If, because of the division by transoms, the

deflection limit has to be complied within the

case of the longest glass edge (Hg) in theframe, the required moment of inertia must be

corrected by the following factor:

In tables 2 and 4 the required moment ofinertia Jx was evaluated for a wind load of 60

p/m and deflection H/300.

The assumptions on the following examples

are: Deflection: f = H/300 & 0.008 m Modulus of Elasticity of Aluminium:E = 7 x 10 Kp/m2

Tables 2 and 4 list the required moment ofinertia Jx for wind pressure of 60 Kp/mIn the case of different wind load, conversion

is necessary. Tables 1 and 3 includeconversion factors for different wind loads.

H

300 x f/permissible

)HgHx (2

H

300 x f/permissible

Jx

H/300, - , - :

,

- - :

2 4 - Jx - 60 /2

H/300. :- : f = H/300 & 0.008 - : = 7 x 109/2

2 4 -

60 /2. , , - . 1 3 .

(3)

(4)


S 85 - 3




SELECTION OF THE PROPER TRANSOM

The transom is subjected both to wind

load,self load (caused by its own weight) and

the weight of the infill, such as glazing, panelsetc.

SELECTION OF THE PROPER TRANSOM,SUBJECTED TO WIND LOAD

The moment of inertia of a transom subjected

to wind load is given by the following

equations:

CALCULATION OF THE REQUIRED GLASSPANE THICKNESS

The required pane thickness is given by the

following equations:

) For H/L 3

) For H/L > 3

In the case of selection of double thermal

insulating glazing, the total thickness of the

glazing is equal to the thickness of a single

glass pane (evaluated using the above

equations) multiplied by 1.5, while for triple

glazing by 1.7. The specific weight of glass is

2.5 Kp/mx mm

,

(, .)

,

- - :

:

) Hg/Lg 3

) Hg/L > 3

, -, - -

1,5, 1,7. 2,5/2 .

Jx=p (Lt/2)Lt4 108

120 Eal fcm4) Ltho

1

25-40 +16(ho/2)

2

ho2

(ho/2)4

ho4

Jx=p (ho/2) Lt

4

1920 Eal f108)

Ltho

>1 cm4

t=Lgx 10 x H x p

4.9

t=10 x Lgx Hgx p

72

Jx



Lt= Length of transom m

E = Modulus of elasticity Kp/m2

f = Deflection m f < H/300 Always f < H/300

f < 0.008 m and f < 0.008 m

ho

Lt

Lt

ho

:t = mmp = Kp/m2

Lg= - m

Hg= - m

mm

mm

(7)

(8)

where:t = Minimum theoretical thickness mm


Lg

= The smallest dimension of the glass pane m

Hg

= The largest dimension of the glass pane m

t=10 x Lgx Hgx p

72

t=Lgx 10 x H x p

4.9

S 85 - 4

(5)

(6)


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E-85

-

O

1) - :

:G = Kpf1= L

t/300 f1


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E-85

Example 1Installation height: 8 - 20 mWind load: 96 Kp/meight : 3 mMaximum deflection of insulating glass pane: 8 mm

From Table 2:

Required moment of inertia, Jx, is:J

x= J

a+J

b= 101.6 cm4

As the wind load is 96Kp/m the moment of inertiahas to be multiplied by the correction factor 1.6:J

x= 101.6x1.6=162.6 cm4

Correction factor for pane edge :

Since the correction factor is >1 therefore, is neces-sary to increase the required moment of inertia

he mullion that can be used is the following:-85104 (Jx=252.5 cm, Jy=38 cm

4)

H

300 x f/permissible=

300

300 x 0.8= 1.25 > 1

1 : 8-20 : 96 /2

: 3 : 8

2:

, Jx, :J

x= J

a+ J

b= 101.6 4

96 /2- - 1.6:J

x= 101.6 x 1.6 = 162.6 4

- :

- 1 :

, :E-85104 (Jx= 252.5

4; Jy= 38 4)

- Load width - Moment of Inertiaa= 1.2 m Ja= 50.8 cm

4

b= 1.2 m Jb= 50.8 cm4

a b 3m

b'/2=0.6a'/2=0.6

a'=1.2 m b'=1.2 m 1.2 m

3.6 m

Jxreq = 1.25 x Jx= 203.2 4


S 85 - 6




a'/2

b'a'

b'/2

H

f

H

Height of

building above

the ground

Wind speed

(u)

Dynamic pressure

(q)

(p) c=1.2*

Wind pressure (p) with

coefficient c=1.2*p=cxq

Conversion

factor

m m/s Kp/m2 KN/m2 Kp/m2 KN/m2

0-8 28.3 50 0.50 60 0.60 1.0

8-20 35.8 80 0.80 0.80 96 1.6

20-100 42.0 110 1.10 1.10 132 2.2

>100 45.6 130 1.30 1.30 156 2.6

/ LOAD CASE TRAPEZOID

1Table 1

2Table 2

', b' (m)Distance between two mullions ', b' (m)

(m)

Distancebetweensupports(m

)

S 85 - 6a




Jx





f = Deflection m

v2

16(Kg/m2)q=

where:v= wind speed (m/s)

Wind pressure is given by

p=c x q

where:c=coefficient

q=Dynamic pressure (Kp/m2)

:v=

(m/s)

*c=1.2 *c=1.2 for standard buildings

1/300

TABLEFOR

THEDETERMINATIONOFMOM

ENTSOFINERTIAWITHADEFL

ECTIONOF1/300

OFTHEDISTANCEBETWEENSUPPORTS

DIN 1055 4 60 Kg/m2

All calculations are according to DIN

1055 part 4 for wind load of 60 Kp/m2

S 85 - 6b

:

p=c x q

:c=

q=

(Kp/m2)

Jx=p (a'/2) H4

1920 Eal f108

(a'/2)2

H225-40 +16

H4cm4

(a'/2)4




/ LOAD CASE RECTANGLE

a'/2

b'a'

b'/2

H

f

f H

H

3Table 3

4Table 4

', b' (m)Distance between two mullions ', b' (m)

(m)

Distancebetwee

nsupports(m)

Height of

building above

the ground

Wind speed

(u)

Dynamic pressure

(q)

(p)

c=1.2*Wind pressure (p) with

coefficient c=1.2*p=cxq

Conversion

factor

m m/s Kp/m2 KN/m2 Kp/m2 KN/m2

0-8 28.3 50 0.50 60 0.60 1.0

8-20 35.8 80 0.80 0.80 96 1.6

20-100 42.0 110 1.10 1.10 132 2.2

>100 45.6 130 1.30 1.30 156 2.6

S 85 - 7a




DIN 1055 4 60 kg/m2

All calculations are according to DIN

1055 part 4 for wind load of 60 Kp/m2

Jx=p (a'/2) H4 108

185 Eal f

Jx = Moment of inertia cm4




f = Deflection m

:

p=c x q

:c=

q=

(Kp/m2)

v2

16(Kp/m2)q=

where:v= wind speed (m/s)

Wind pressure is given by

p=c x q

where:c=coefficient

q=Dynamic pressure (Kp/m2)

:v=

(m/s)

*c=1.2 *c=1.2 for standard buildings

1/300

TABLEFOR

THEDETERMINATIONOFMOM

ENTSOFINERTIAWITHADEFL

ECTIONOF1/300

OFTHEDISTANCEBETWEENSUPPORTS

S 85 - 7b




Example 2Selection of required transom in a complex construction

Installation height: 0 - 8 mWind load: 60 Kp/meight of structure : 5 mMaximum dimension of the glass pane Hg : 2.9 mMaximum distance between mullions: 2.9 mMaximum deflection of insulating glass pane: 8 mm

1. Determination of required moment of inertia for the

mullion

From table 2:

The required moment of inertia is:

Jx = Ja +Jb = 733.9 cm4

Because of the division by transoms, the deflection limit

has to be complied within the case of the longest glass

edge in the frame, the required moment of inertia must

be corrected by the following factor:

Since the correction factor is




2. Determination of the required moment of inertiaof the transom subjected to wind loadAs L/h0=1 (2.9/ 2.9=1) the load is triangular, there-

fore the moment of inertia is evaluated from equation

(5).

As L/h0>1 (2.9/ 2.1=1) the load is trapezoidal, there-

fore the moment of inertia Jd is evaluated from equa-

tion (6).

The required moment of inertia is: Jx = Jc +Jd =

144.5 cm4

Calculation of the required glass pane thickness

Since H/L < 3:

As double thermal insulating glazing will be used, the

thickness of the single pane must be multiplied by 1.5:

Weight of the glass pane, G, is calculated as follows:

Required moment of inertia for a transom subject-ed to the weight of the glass pane:

As there is no available transom with Jy=102 cm4is

required to reinforce the transom having the maxi-

mum moment of inertia Jy with a hollow steel sec-tion.In case that is required to use a 'fit in' transom,

E-85307 has the greatest moment of inertia Jy

(Jx=398.7 cm4, Jy=42.5 cm4).

2) , L/h

0

= 1 (2,9/2,9 = 1),

Jc

(5).

L/h0> 1 (2,9/2,1 = 1,38),

Jd

(6):

:

Jx= Jc+ Jd= 144,5 4

H/L < 3 :

-

1,5:

- G,

:

- - :

Jy = 102 4 -

-

. - , E-85307

- .

Jy(J

x= 398,74, J

y= 42,5 4)

=2.9

2.91 < 3)HgLg( =

t=10 x L

g

x Hg

x p

72 =10 x 2.9 x 2.9 x 60

72 => t = 8.4 mm

tfinal

= 1.5 x 8.4 = 12.6 mm => tfinal

13 mm

G= 13 x 2.5 x 2.9 x 2.9 =273.3 KpG

= t x

glassx LxH mm

Jy1=G a 108

48 Eal f1(3 Lt

2 - 4 a2)Jy1=273.3 x 0.15 x 108

48 x 7 x 109x 0.003

x (3 x 2.92 - 4 x 0.152)= 102.3 cm4

S 85 - 9

Jc=60x(2.9/2)x2.94x108

120x7x109x (2.9/300)= 75.8 cm4



E-85

The steel section that can be used for reinforcment

has dimensions 100x40x5 mm(Jx=141.1 cm4, Jy=31.5 cm4).

As the modulus of Elasticity of steel is 3 times great-er than the modulus of elasticity of aluminium:Jy'= 31.5 x3 = 94.5 cm4

The combined section has a moment of inertia:Jy''= Jy transom+ Jy'= 42.5 +94.5 = 137 cm

Transom weight per linear meter 3.032 Kp. Theweight of the steel hollow section per linear meter is

9.9 Kp. The weight of the reinforced transom is cal-

culated as follows:

q = 2.9 x 3.032 + 2.9 x 9.9 = 37.5 Kp

Required moment of inertia for a transom subject-ed to self weight loading:

The required moment of inertia Jy :

As the moment of inertia Jy of the reinforced tran-

som is less than the required, it is necessary to mod-

ify the dimensions of the openings. The suggested

solutions are the following: Reduction of the width of the opening (< 2.9 m)Modification of the opening by the addition of hori-zontal members, so that in the resultant openings to

use transoms that are capable to carry the imposed

loads.

, 100 x 40 x 5 : (Jx= 141,1

4, Jy= 31,5

4)

, -

3 - -, :J

y = 31,5 x 3 = 94,5 4

:Jy= J y transom+ Jy= 42,5 +94,5 = 137

4

3,032 . 9,9 . :

q = 2,9 x 3,032 + 2,9 x 9,9 = 37,5

:

Jy:

Jy - - , . : (< 2,9 ) - , ,

, .


Jy2=5 q Lt

4 108

384 Eal f2Jy2=

5 x 37.5 x 2.94x 108

384 x 7 x 109x 0.003= 164.5 cm4

Jy= Jy1+Jy2= 102.3 + 164.5 = 266.8 cm4

S 85 - 10




Example 3

Installation height: 8 - 20 mWind load: 96 Kp/m2

eight : 3500 mm

Maximum deflection of insulating glass pane:8 mm

From Table 4:

Required moment of inertia, Jx, is:

Jx = Ja +Jb = 80.5 cm4

As the wind load is 96 Kp/m the moment ofinertia has to be multiplied by the correction

factor 1.6:Jx = 80.5x1.6=128.8 cm4

3

: 8 20 : 96 /2

: 3500

:8

4:

, Jx, :

Jx = Ja +Jb = 80.5 cm4

,

96 /2,

-

1,6:

Jx = 80.5x1.6=128.8 cm4

- Distancebetween 2 mullions a'; b'

- Moment of Inertia

a'= 1.5 m Ja= 44.7 cm

4

b= 1.2 m Jb= 35.8 cm4

S 85 - 11



E-85 / ADVANTAGES

E-85 / E-85 Description and presentation

- -85 is a 50mm facade system. Combines classic (pressure plate) and silicone glaz-ing structure. Additional there is capabillity to conect transom on transom.

These characteristics makes E-85 o multyfunctional system that can provide any face

of glazing almost in any direction and shape, that can be used as much to construct

facades as to construct glazing lodgements and cupolas.

- E-85 can provide solutions for all needs of a modern structure.

The profiles of E-85 were designed so that to offer optimum structural stabilitywith minimum use of aluminium. Care was taken during design stage so that to

achieve optimum stiffness in terms of weight per linear meter.

E-85 offers otimum thermal to cost coeffiecient, so can be used even in severe

climate contitions.

Very important characteristic of E-85 is that the use of the system does not de-nand large group of workers as mutch to the constructing as in installation.

An extended range of ways as far as it concerns the fitting of transoms on mul-

lions.

The variety of proviles of E-85 can cover a wide range of needs.

Additionally E-85 facade system is designed to prevent easy row of rain waterthrough special geometry of profiles and accesories and also some of the ac-

cesories are constructed by special aloy to offer optimum stability.

Finally we can report that E-85 can be combined with systems of luvers in both

directions as far as on classic facade (pressure plate) as on structural glazing.

-85 , . - .-85 Uf, .- ,

, .- -

.- -85 ,

. -.

- -85 , - , .

- -85 50 , -

. . - -85 , - , , .

- -85

A 85 - 1



E-85 / ADVANTAGES

The appearance of E-85 curtain wall may com-

bine classic structure (pressure plate) with sili-

cone glazing structure. Every frame can combine

pressure plate AND strucrural glazing joint at any

edge we wish. This capabillity is retained even atthe projected window.


CLASSIC STRUCTURE

-85 - () . -. .

-2 SIDE STRUCTURAL GLAZING

4 SIDE STRUCTURAL GLAZING.

A 85 - 2



E-85 / ADVANTAGES


(5) - , .

Small direction changes 5 can be constructed withoutspecial parts.

- .

, , .

The capabillity of making edges (in and out) can be constructed with

special profiles.

Structural silicone edges can also change direction, so that zig-

zag and polygonal facades can be constructed, without aluminium

profiles shown from outside.

A 85 - 3



E-85 / ADVANTAGES


( ) .An extended range of ways as far as it concerns the fitting of transoms on mullions (for both types of transoms).

All mullions of the facade can be attached indipentently of transoms, decreases the time that construction

demands.

* - -, .

Additional joint can be used in case that severe loads need to

be percieved and delievered by transom.

A 85 - 4



E-85


-85 , . . - - (),

(B) ().

.Diagramm of transom on transom construction and row of

rain water

, -.Special designed

gasket, not al-

lowing retain ofwater in case of

overflow.

The E-85 facade system is designed to prevent easy row of rain water through special geometry of profiles.

For that reason Mullions and transoms have big drains. For the same reason designed the seals betweendifferent profiles as gasket seal(A) the foam seal(B) and also the drainage between mullions (C) for

Longitudinal connection.

Mullion

/ ADVANTAGES

A 85 - 5



E-85


PVC - -

.Additional thermal spacerthat optimum performance.

-. PVC .

Optimum thermal performance , even in regions with adverse weather conditions.

The proper selection of thermal spacer reduces the chances of formation of

condensation.

/ ADVANTAGES

A 85 - 6



E-85

1

1

1

1

1

2

2

cm4

MOMENT OF INERTIA cm4

Jx = 27,6 cm

4Jy = 19,3 cm4

ey (max) = 3,977 cm

ex (max) = 2,500 cm

cm3

MOMENT OF RESISTANCE cm3

Wx = 6,9 cm3

Wy = 7,7 cm3

cm4


Jx = 58,0 cm4

Jy = 23,7 cm4

ey (max) = 4,762 cm

ex (max) = 2,500 cm

cm3


Wx = 12,1 cm3Wy =9,4 cm3

cm4


Jx = 104,1 cm4

Jy = 28,1 cm4

ey (max) = 5,584 cm

ex (max) = 2,500 cm

cm3


Wx = 18,6 cm3

Wy = 11,2 cm3

cm4


Jx = 168,9 cm4

Jy =33,4 cm4ey (max) = 6,462 cm

ex (max) = 2,500 cm

cm3


Wx = 26,1 cm3

Wy = 13,3 cm3

cm4


Jx = 252,5 cm4

Jy = 38,0 cm4

ey (max) = 7,341 cm

ex (max) = 2,500 cm

cm3


Wx = 34,3 cm3

Wy = 15,2 cm3

cm4


Jx = 417,9 cm4

Jy = 44,9 cm4

ey (max) = 8,911 cm

ex (max) = 2,500 cm

cm3


Wx = 46,8 cm3

Wy = 17,9 cm3

cm4


Jx = 752,9 cm4

Jy = 60,7cm4

ey (max) = 10,05 cmex (max) = 2,500 cm

cm3


Wx = 74,9 cm3

Wy = 24,2 cm3

E-

851

06

MULLIO

N

E-

85104

MULLION

MULLION

E-

8510

3

MULLION

E-

85102

MULLION

E-

85101

MULLION

E-

85100

MULLION

E-

85105

WEIGHT

LENGTH

PERIMETER

: 2006 g/m

: 6,6 m

: 448 mm

WEIGHT

LENGTH

PERIMETER

: 2211 g/m

: 6,6 m

: 488 mm

WEIGHT

LENGTH

PERIMETER

: 2417 g/m

: 6,6 m

: 528 mm

WEIGHT

LENGTH

PERIMETER

: 2665 g/m

: 6,6 m

: 568 mm

WEIGHT

LENGTH

PERIMETER

: 2881 g/m

: 6,6 m

: 608 mm

WEIGHT

LENGTH

PERIMETER

: 3205 g/m

: 6,6 m

: 668 mm

WEIGHT

LENGTH

PERIMETER

: 4628 g/m

: 6,6 m

: 709 mm

No ./PCS/BUNDLE

- PROFILE STATIC VALUES

-85 / LIST OF PROFILES E-85 TITAN

P 85 - 1



E-85 -85 / LIST OF PROFILES E-85 TITAN

4

4

1

1

1

1

1

cm4


Jx = 1003,7 cm

4Jy = 71,3 cm4

ey (max) = 11,029 cm

ex (max) = 2,500 cm

cm3


Wx = 91,0 cm3

Wy = 28,5 cm3

cm4


Jx = 1326,0 cm4

Jy = 80,9 cm4

ey (max) = 11,410 cm

ex (max) = 2,500 cm

cm3


Wx = 116,2 cm3Wy =32,3 cm3

cm4


Jx = 36,8 cm4

Jy = 18,3 cm4

ey (max) = 4,231 cm

ex (max) = 2,510 cm

cm3


Wx = 8,6 cm3

Wy = 7,2 cm3

cm4


Jx = 128,9 cm4

Jy =128,9 cm4ey (max) = 6,197 cm

ex (max) = 6,197 cm

cm3


Wx = 20,8 cm3

Wy = 20,8 cm3

cm4


Jx = 176,0 cm4

Jy = 216,1 cm4

ey (max) = 6,475 cm

ex (max) = 7,059 cm

cm3


Wx = 27,1 cm3

Wy = 30,6 cm3

cm4


Jx = 6,1 cm4

Jy = 5,1 cm4

ey (max) = 2,199 cm

ex (max) = 2,500 cm

cm3


Wx = 2,7 cm3

Wy = 2,0cm3

cm4


Jx = 7,2 cm4

Jy = 3,8 cm4

ey (max) = 2,862 cmex (max) = 1,615 cm

cm3


Wx = 2,5 cm3

Wy = 2,3 cm3

E-

851

41

-85140

SPLITROTATING

MULLION

E-

85135

MULLION

SUPPLEMENTARYMULLION

PROFILE

E-

8513

0

MULLION

E-

85120

MULLION

E-

85108

MULLION

E-

85107

MULLION

E-

85140

WEIGHT

LENGTH

PERIMETER

: 5165 g/m

: 6,6 m

: 748 mm

WEIGHT

LENGTH

PERIMETER

: 6423 g/m

: 6,6 m

: 748 mm

WEIGHT

LENGTH

PERIMETER

: 2311 g/m

: 6,6 m

: 643 mm

WEIGHT

LENGTH

PERIMETER

: 3572g/m

: 6,6 m

: 859 mm

WEIGHT

LENGTH

PERIMETER

: 3610 g/m

: 6,6 m

: 650 mm

WEIGHT

LENGTH

PERIMETER

: 999 g/m

: 6,6 m

: 313 mm

WEIGHT

LENGTH

PERIMETER

: 986 g/m

: 6,6 m

: 312 mm

NoPCS/BUNDLE

- PROFILE ./STATIC VALUES

P 85 - 2




2

2

2

4

10

4

4

cm4


Jx = 2,4 cm

4Jy = 4,5 cm4

ey (max) = 1,717 cm

ex (max) = 2,400 cm

cm3


Wx = 1,4 cm3

Wy = 1,8 cm3

cm4


Jx = 2,8 cm4

Jy = 3,9cm4

ey (max) = 1,869 cm

ex (max) = 2,213 cm

cm3


Wx = 1,5 cm3Wy = 1,7 cm3

cm4


Jx = 14,0 cm4

Jy = 1,5 cm4

ey (max) = 3,549 cm

ex (max) = 1,721 cm

cm3


Wx = 3,9 cm3

Wy = 0,8 cm3

cm4


Jx = 0,1 cm4

Jy = 0,5 cm4ey (max) = 1,072cm

ex (max) = 1,622 cm

cm3


Wx = 0,1 cm3

Wy = 0,3 cm3

cm4


Jx = 33,7 cm4

Jy = 2,7 cm4

ey (max) = 4,841 cm

ex (max) = 1,441 cm

cm3


Wx = 6,9 cm3

Wy = 1,8 cm3

cm4


Jx = 60,9 cm4

Jy = 3,3 cm4

ey (max) = 5,765 cm

ex (max) = 1,412 cm

cm3


Wx = 10,5 cm3

Wy = 2,3 cm3

cm4


Jx = 99,6 cm4

Jy = 4,0 cm4

ey (max) = 6,708 cmex (max) = 1,391 cm

cm3


Wx = 14,8 cm3

Wy = 2,8 cm3

E-

851

54

E-

85152

SPLITMULLION

SPLITMULLION

SPLITMUL

LION

E-

8515

1

E-

85150

E-

85143

E-

85142

9

0

()

SUPPL.MULLIONPRO

FILE

90O(INNER)

90

()

SUPPL.MULLIONPROFILE

90O(OUTER)

EXTERNALSUPPL.PROFILE

FORSPLITMULLION

INTERNALSUPPL.P

ROFILE

FORSPLITMUL

LION

E-

85153

WEIGHT

LENGTH

PERIMETER

: 810 g/m

: 6,6 m

: 225 mm

WEIGHT

LENGTH

PERIMETER

: 972 g/m

: 6,6 m

: 240 mm

WEIGHT

LENGTH

PERIMETER

: 1004 g/m

: 6,6 m

: 343 mm

WEIGHT

LENGTH

PERIMETER

: 230 g/m

: 6,6 m

: 91 mm

WEIGHT

LENGTH

PERIMETER

: 1320 g/m

: 6,6 m

: 382 mm

WEIGHT

LENGTH

PERIMETER

: 1536 g/m

: 6,6 m

: 422 mm

WEIGHT

LENGTH

PERIMETER

: 1752 g/m

: 6,6 m

: 462 mm

NoPCS/BUNDLE


P 85 - 3




2

2

2

1

4

cm4


Jx = 182,3 cm

4Jy = 5,1 cm4

ey (max) = 8,145 cm

ex (max) = 1,367 cm

cm3


Wx = 22,4 cm3

Wy = 3,7 cm3

cm4


Jx = 2,7 cm4

Jy = 7,6 cm4

ey (max) = 2,101 cm

ex (max) = 2,500 cm

cm3


Wx = 1,2 cm3

Wy = 3,0 cm3

cm4


Jx = 7,1 cm4

Jy = 11,5 cm4

ey (max) = 2,613 cmex (max) = 2,500 cm

cm3


Wx = 2,7 cm3

Wy = 4,6 cm3

E-

853

01

E-

85291

TRANSOM

TRANSO

M

E-

8529

0

E-

85210

E-

85200

E-

85155

E-

85300

WEIGHT

LENGTH

PERIMETER

: 2076 g/m

: 6,6 m

: 523 mm

WEIGHT

LENGTH

PERIMETER

: 934 g/m

: 6,01 m

: 287 mm

WEIGHT

LENGTH

PERIMETER

: 1413 g/m

: 6,01 m

: 365 mm

WEIGHT

LENGTH

PERIMETER

: g/m

: m

: mm

WEIGHT

LENGTH

PERIMETER

: g/m

: m

: mm

WEIGHT

LENGTH

PERIMETER

: 1015 g/m

: 6,01 m

: 300 mm

WEIGHT

LENGTH

PERIMETER

: 1293 g/m

: 6,01 m

: 330 mm

SPLITMULLION

SASHPROFILE

/SASHPROFILE

NoPCS/BUNDLE


P 85 - 4




4

1

1

1

1

2

2

cm4


Jx = 19,5 cm

4Jy = 15,0 cm4

ey (max) = 3,255 cm

ex (max) = 2,500 cm

cm3


Wx = 6,0 cm3

Wy = 6,0 cm3

cm4


Jx = 45,8 cm4

Jy = 21,5 cm4

ey (max) = 4,350 cm

ex (max) = 2,500 cm

cm3


Wx = 10,5 cm3Wy = 8,6 cm3

cm4


Jx = 98,8 cm4

Jy = 26,4 cm4

ey (max) = 5,474 cm

ex (max) = 2,500 cm

cm3


Wx = 18,0 cm3

Wy = 10,5 cm3

cm4


Jx = 160,5 cm4

Jy = 31,0 cm4ey (max) = 6,416 cm

ex (max) = 2,500 cm

cm3


Wx = 25,0 cm3

Wy = 12,4 cm3

cm4


Jx = 240,5 cm4

Jy = 35,6 cm4

ey (max) = 7,367 cm

ex (max) = 2,500 cm

cm3


Wx = 32,6 cm3

Wy = 14,2 cm3

cm4


Jx = 398,7 cm4

Jy = 42,5 cm4

ey (max) = 8,806 cm

ex (max) = 2,500 cm

cm3


Wx = 45,2 cm3

Wy = 17,0 cm3

cm4


Jx = 7,6 cm4

Jy = 4,9 cm4

ey (max) = 2,427 cmex (max) = 2,395 cm

cm3


Wx = 3,1 cm3

Wy = 2,0 cm3

E-

853

20

E-

85306

TRANSOM

TRANSOM

TRANSOM

HALFTRAN

SOM

E-

8530

5

E-

85304

E-

85303

E-

85302

E-

85307

WEIGHT

LENGTH

PERIMETER

: 1455 g/m

: 6,01 m

: 370 mm

WEIGHT

LENGTH

PERIMETER

: 1785 g/m

: 6,01 m

: 410 mm

WEIGHT

LENGTH

PERIMETER

: 2276 g/m

: 6,01 m

: 450 mm

WEIGHT

LENGTH

PERIMETER

: 2492 g/m

: 6,01 m

: 490 mm

WEIGHT

LENGTH

PERIMETER

: 2708 g/m

: 6,01 m

: 530 mm

WEIGHT

LENGTH

PERIMETER

: 3032 g/m

: 6,01 m

: 590 mm

WEIGHT

LENGTH

PERIMETER

: 1131 g/m

: 6,01 m

: 312 mm

TRANSOM

TRANSOM

TRANSOM

NoPCS/BUNDLE


P 85 - 5




2

2

2

2

2

4

4

cm4


Jx = 0,4 cm

4Jy = 3,7 cm4

ey (max) = 1,178 cm

ex (max) = 2,501 cm

cm3


Wx = 0,3 cm3

Wy = 1,4 cm3

cm4


Jx = 8,7 cm4

Jy = 12,0 cm4

ey (max) = 2,361 cm

ex (max) = 2,500 cm

cm3


Wx = 3,6 cm3Wy = 4,8 cm3

cm4


Jx = 24,2 cm4

Jy = 16,6 cm4

ey (max) = 3,292 cm

ex (max) = 2,500 cm

cm3


Wx = 7,3 cm3

Wy = 6,6 cm3

cm4


Jx = 58,1 cm4

Jy = 21,4 cm4ey (max) = 4,539 cm

ex (max) = 2,500 cm

cm3


Wx = 12,8 cm3

Wy = 8,5 cm3

cm4


Jx = 102,4 cm4

Jy = 26,1 cm4

ey (max) = 5,552 cm

ex (max) = 2,500 cm

cm3


Wx = 18,4 cm3

Wy = 10,4 cm3

cm4


Jx = 162,2 cm4

Jy = 30,7 cm4

ey (max) = 6,562 cm

ex (max) = 2,500 cm

cm3


Wx = 24,7 cm3

Wy = 12,2 cm3

cm4


Jx = 239,0 cm4

Jy = 35,3 cm4

ey (max) = 7,571 cmex (max) = 2,500 cm

cm3


Wx = 31,5 cm3

Wy = 14,1 cm3

E-

853

56

E-

85354

-

TRANSOM

-

TRANSOM

-

TRANSOM

-

TRANSO

M

E-

8535

3

E-

85352

E-

85351

E-

85350

E-

85355

WEIGHT

LENGTH

PERIMETER

: 605 g/m

: 6,01 m

: 204 mm

WEIGHT

LENGTH

PERIMETER

: 1164 g/m

: 6,01 m

: 261 mm

WEIGHT

LENGTH

PERIMETER

: 1380 g/m

: 6,01 m

: 301 mm

WEIGHT

LENGTH

PERIMETER

: 1874 g/m

: 6,01 m

: 341 mm

WEIGHT

LENGTH

PERIMETER

: 2090 g/m

: 6,01 m

: 381 mm

WEIGHT

LENGTH

PERIMETER

: 2306 g/m

: 6,01 m

: 421 mm

WEIGHT

LENGTH

PERIMETER

: 2522 g/m

: 6,01 m

: 461 mm

-

TRANSOM

-

TRANSOM

-

TRANSOM

NoPCS/BUNDLE


P 85 - 6




2

2

4

1

4

1

1

cm4


Jx = 389,0 cm

4Jy = 42,2 cm4

ey (max) = 9,082 cm

ex (max) = 2,500 cm

cm3


Wx = 42,9 cm3

Wy = 16,8 cm3

cm4


Jx = 516,4 cm4

Jy = 46,8 cm4

ey (max) = 10,088 cm

ex (max) = 2,500 cm

cm3


Wx = 51,1 cm3Wy = 18,7 cm3

cm4


Jx = 665,6 cm4

Jy = 51,4 cm4

ey (max) = 11,093 cm

ex (max) = 2,500 cm

cm3


Wx = 60,0 cm3

Wy = 20,5 cm3

cm4


Jx = 1,4 cm4

Jy = 7,4 cm4ey (max) = 1,583 cm

ex (max) = 2,500 cm

cm3


Wx = 0,8 cm3

Wy = 2,9 cm3

cm4


Jx = 19,3 cm4

Jy = 5,2 cm4

ey (max) = 3,337 cm

ex (max) = 2,552 cm

cm3


Wx = 5,7 cm3

Wy = 2,0 cm3

cm4


Jx = 12,8 cm4

Jy = 4,6 cm4

ey (max) = 3,624 cm

ex (max) = 3,096 cm

cm3


Wx = 3,5 cm3

Wy = 1,4 cm3

cm4


Jx = 39,4 cm4

Jy = 9,6 cm4

ey (max) = 4,583 cmex (max) = 3,373 cm

cm3


Wx = 8,5 cm3

Wy = 2,8 cm3

E-

854

10

E-

85370

-85200

FRAME

-

TRANSOM

-

TRANSOM

-85210

FRAME

E-

8536

0

E-

85359

E-

85358

E-

85357

E-

85400

WEIGHT

LENGTH

PERIMETER

: 2846 g/m

: 6,01 m

: 521 mm

WEIGHT

LENGTH

PERIMETER

: 3062 g/m

: 6,01 m

: 561 mm

WEIGHT

LENGTH

PERIMETER

: 3278 g/m

: 6,01 m

: 601 mm

WEIGHT

LENGTH

PERIMETER

: 948 g/m

: 6,01 m

: 221 mm

WEIGHT

LENGTH

PERIMETER

: 1061 g/m

: 6,01 m

: 341 mm

WEIGHT

LENGTH

PERIMETER

: 886 g/m

: 6,01 m

: 339 mm

WEIGHT

LENGTH

PERIMETER

: 1329 g/m

: 6,01 m

: 415 mm

-

TRANSOM

-

TRANSOM

NoPCS/BUNDLE


-

TRANSOM

P 85 - 7




8

8

10

2

2

2

2

cm4


Jx = 22,0 cm

4Jy = 20,4 cm4

ey (max) = 3,777 cm

ex (max) = 2,900 cm

cm3


Wx = 5,8 cm3

Wy = 7,0 cm3

cm4


Jx = 43,6 cm4

Jy = 24,9 cm4

ey (max) = 4,716 cm

ex (max) = 2,900 cm

cm3


Wx = 9,2 cm3Wy = 8,5 cm3

cm4


Jx = 74,2 cm4

Jy = 29,4 cm4

ey (max) = 5,669 cm

ex (max) = 2,900 cm

cm3


Wx = 13,0 cm3

Wy = 10,1 cm3

cm4


Jx = 115,1 cm4

Jy = 33,9 cm4ey (max) = 6,630 cm

ex (max) = 2,900 cm

cm3


Wx = 17,3 cm3

Wy = 11,6 cm3

E-

856

12

E-

85610

SU

PL.PROFILEFORHOLDING

SEIALINGMEMBRANE

SUPL.PROFILEFORHOLDING

SEIALINGMEMBRANE

SUPL.PROFILEFO

RHOLDING

SEIALINGMEM

BRANE

E-

8560

3

E-

85602

E-

85601

E-

85600

E-

85611

WEIGHT

LENGTH

PERIMETER

: 1080 g/m

: 6,01 m

: 283 mm

WEIGHT

LENGTH

PERIMETER

: 1229 g/m

: 6,01 m

: 323 mm

WEIGHT

LENGTH

PERIMETER

: 1380 g/m

: 6,01 m

: 363 mm

WEIGHT

LENGTH

PERIMETER

: 1531 g/m

: 6,01 m

: 403 mm

WEIGHT

LENGTH

PERIMETER

: 176 g/m

: 6,01 m

: 65 mm

WEIGHT

LENGTH

PERIMETER

: 346 g/m

: 6,01 m

: 176 mm

WEIGHT

LENGTH

PERIMETER

: 381 g/m

: 6,01 m

: 170 mm

TRANSOMPROF

ILE

TR

ANSOMPROFILE

TRANSOMPROFILE

TRANSOMPRO

FILE

NoPCS/BUNDLE


P 85 - 8




20

20

20

4

4

12

12

E-

856

42

E-

85640

6

SPACER6mm

12

SPACER12mm

18

SPACER1

8mm

E-

8562

1

E-

85620

E-

85615

E-

85614

E-

85641

WEIGHT

LENGTH

PERIMETER

: 208 g/m

: 6,01 m

: 99 mm

WEIGHT

LENGTH

PERIMETER

: 200 g/m

: 6,01 m

: 101 mm

WEIGHT

LENGTH

PERIMETER

: 984 g/m

: 6,01 m

: 277 mm

WEIGHT

LENGTH

PERIMETER

: 999 g/m

: 6,01 m

:285 mm

WEIGHT

LENGTH

PERIMETER

: 97 g/m

: 6,01 m

: 59 mm

WEIGHT

LENGTH

PERIMETER

: 140 g/m

: 6,01 m

: 90 mm

WEIGHT

LENGTH

PERIMETER

: 200 g/m

: 6,01 m

: 128 mm

EXTERNALGLASSSU

PPORT

EXTE

RNALGLASSSUPPORT

(24MM)

WALLATTACHMENTPROFILE

(28MM)

WALLATTACHMENT

PROFILE

NoPCS/BUNDLE


P 85 - 9




4

20

20

20

20

20

20

E-

856

70

E-

85654

37.5

S

PACERFOROUTER

CORNER37.5

45

SPACERFOROUTER

CORNER45

/

-85370/

SUPPLEMENTARYPROFILE

E-

8565

3

E-

85652

E-

85651

E-

85650

E-

85655

WEIGHT

LENGTH

PERIMETER

: 101 g/m

: 6,01 m

: 61 mm

WEIGHT

LENGTH

PERIMETER

: 108 g/m

: 6,01 m

: 65 mm

WEIGHT

LENGTH

PERIMETER

: 117 g/m

: 6,01 m

: 70 mm

WEIGHT

LENGTH

PERIMETER

: 128 g/m

: 6,01 m

: 75 mm

WEIGHT

LENGTH

PERIMETER

: 142 g/m

: 6,01 m

: 82 mm

WEIGHT

LENGTH

PERIMETER

: 161 g/m

: 6,01 m

: 93 mm

WEIGHT

LENGTH

PERIMETER

: 791 g/m

: 6,01 m

: 294 mm

7.5

SPACERFOROUTER

CORNER7.5

15

SP

ACERFOROUTER

CORNER15

22.5

SPACERFOROUTER

CORNER22.5

30

SPACERFORO

UTER

CORNER30

NoPCS/BUNDLE


P 85 - 10




2

4

4

8

4

8

8

E-

857

06

E-

85704

15

P

RESSUREPLATEFOR

SLOPE15

22,5

PRESSUREPLATEFOR

SLOPE22,5

30

PRESSUREPL

ATEFOR

SLOPE30

E-

8570

3

E-

85702

E-

85701

E-

85700

E-

85705

WEIGHT

LENGTH

PERIMETER

: 435 g/m

: 6,01 m

: 151 mm

WEIGHT

LENGTH

PERIMETER

: 403 g/m

: 6,01 m

: 138 mm

WEIGHT

LENGTH

PERIMETER

: 416 g/m

: 6,01 m

: 113 mm

WEIGHT

LENGTH

PERIMETER

: 1034 g/m

: 6,01 m

: 305 mm

WEIGHT

LENGTH

PERIMETER

: 1121 g/m

: 6,01 m

: 327 mm

WEIGHT

LENGTH

PERIMETER

: 1204 g/m

: 6,01 m

: 349 mm

WEIGHT

LENGTH

PERIMETER

: 1291 g/m

: 6,01 m

: 371 mm

PRESSUREPLAT

E

>25

PRESSUREPLATE

SLOPE25Omin.

>15

PRESSUREPLATE

SLOPE15Omin.

7,5

PRESSUREPLAT

EFOR

SLOPE7,5

NoPCS/BUNDLE


P 85 - 11




8

8

8

8

8

2

2

E-

857

15

E-

85713

20

COVERCAP20mm

25

COVERCAP25mm

30

COVERCAP

30mm

E-

8571

2

E-

85711

E-

85708

E-

85707

E-

85714

WEIGHT

LENGTH

PERIMETER

: 1455 g/m

: 6,01 m

: 413 mm

WEIGHT

LENGTH

PERIMETER

: 1620 g/m

: 6,01 m

: 456 mm

WEIGHT

LENGTH

PERIMETER

: 289 g/m

: 6,01 m

: 144 mm

WEIGHT

LENGTH

PERIMETER

: 332 g/m

: 6,01 m

: 166 mm

WEIGHT

LENGTH

PERIMETER

: 400 g/m

: 6,01 m

: 191 mm

WEIGHT

LENGTH

PERIMETER

: 432 g/m

: 6,01 m

: 211 mm

WEIGHT

LENGTH

PERIMETER

: 467 g/m

: 6,01 m

: 231 mm

37,5

PRESSUREPLAT

E

FORSLOPE37.5

45

P

RESSUREPLATE

FORSLOPE45

12mm

COVERCAP12mm

15

COVERCAP15mm

NoPCS/BUNDLE


P 85 - 12




8

12

2

8

4

4

4

E-

857

31

E-

85723

COVERCUP100/30

>25

COVERCUPFOR25min.

90

COVERCU

P90

E-

8572

2

E-

85721

E-

85720

E-

85716

E-

85730

WEIGHT

LENGTH

PERIMETER

: 821g/m

: 6,01 m

: 291 mm

WEIGHT

LENGTH

PERIMETER

: 467 g/m

: 6,01 m

: 206 mm

WEIGHT

LENGTH

PERIMETER

: 281 g/m

: 6,01 m

: 150 mm

WEIGHT

LENGTH

PERIMETER

: 462 g/m

: 6,01 m

: 231 mm

WEIGHT

LENGTH

PERIMETER

: 1207 g/m

: 6,01 m

: 337 mm

WEIGHT

LENGTH

PERIMETER

: 262 g/m

: 6,01 m

: 132 mm

WEIGHT

LENGTH

PERIMETER

: 373 g/m

: 6,01 m

: 171 mm

60

COVERCUP60mm

25

COVERCUP25mm

COVERCUP18/12

1/2

COVERCUP4

0/15

NoPCS/BUNDLE


P 85 - 13




20

1

8

8

8

6

8

E-

859

01

E-

85791

20

(

)

STAINLESSSTEEL

COVERCUP20MM

PROFILEFOR

FIXINGBRACKET

SUPPL.PROF

ILEFOR

FIXINGBRA

CKET

E-

8579

0

E-

85741

E-

85740

E-

85732

E-

85900

WEIGHT

LENGTH

PERIMETER

: 446 g/m

: 6,01 m

: 206 mm

WEIGHT

LENGTH

PERIMETER

: 510 g/m

: 6,01 m

: 170 mm

WEIGHT

LENGTH

PERIMETER

: 508 g/m

: 6,01 m

: 169 mm

WEIGHT

LENGTH

PERIMETER

: g/m

: 6,01 m

: mm

WEIGHT

LENGTH

PERIMETER

: g/m

: 6,01 m

: mm

WEIGHT

LENGTH

PERIMETER

: 8397 g/m

: 2,01 m

: 871 mm

WEIGHT

LENGTH

PERIMETER

: 313 g/m

: 6,01 m

: 26 mm

135

COVERCUP13

5O

90

PRE

SSUREPLATE90O

135

PRESSUREPLATE135O

12

(

)

STAINLESSST

EEL

COVERCUP12MM

NoPCS/BUNDLE


P 85 - 14




1

1

2

8

2

4

4

E-

859

54

E-

85952

-85102

LONGITUDINALCONNECTOR

FORMULLIONE-85102

-85103


FORMULLIONE-85103

-85104

LONGITUDINALC

ONNECTOR

FORMULLION

E-85104

E-

8590

9

E-

85908

E-

85907

E-

85906

E-

85953

WEIGHT

LENGTH

PERIMETER

: 724 g/m

: 6,01 m

: 251 mm

WEIGHT

LENGTH

PERIMETER

: 1010 g/m

: 6,01 m

: 187 mm

WEIGHT

LENGTH

PERIMETER

: 367 g/m

: 6,01 m

: 109 mm

WEIGHT

LENGTH

PERIMETER

: 2674 g/m

: 2,01 m

: 107 mm

WEIGHT

LENGTH

PERIMETER

: 2041 g/m

: 2,01 m

: 280 mm

WEIGHT

LENGTH

PERIMETER

: 2344 g/m

: 2,01 m

: 320 mm

WEIGHT

LENGTH

PERIMETER

: 2646 g/m

: 6,01 m

: 360 mm

-

TRANSOMCONNECTOR

-

TRA

NSOMCONNECTOR

--85907

TRANSOMCONNECTOR

-(

)

TRANSOMCONN

ECTOR

cm4


Jx = 31,3 cm4

Jy = 13,9 cm4

ey (max) = 2,924 cm

ex (max) = 2,260 cm

cm3


Wx = 10,7 cm3

Wy = 6,1 cm3

cm4


Jx = 67,8 cm4

Jy = 16,5 cm4

ey (max) = 3,987 cm

ex (max) = 2,260 cm

cm3


Wx = 17,0 cm3

Wy = 7,3 cm3

cm4


Jx = 121,7 cm4

Jy = 19,0 cm4

ey (max) = 5,035 cmex (max) = 2,260 cm

cm3


Wx = 24,1 cm3

Wy = 8,4 cm3

NoPCS/BUNDLE


P 85 - 15




8

2

1

1

1

1

1

E-

859

72

E-

85960

MITREDLONGITUDINAL

MULLIONCONNECTOR

CONNECTORFOR

AUTRIUMSPOLYGONAL

-85152


FORSPLITMULLIONE-85152

E-

8595

8

E-

85957

E-

85956

E-

85955

E-

85961

WEIGHT

LENGTH

PERIMETER

: 3100 g/m

: 2,01 m

: 420 mm

WEIGHT

LENGTH

PERIMETER

: 3275 g/m

: 2,01 m

: 449 mm

WEIGHT

LENGTH

PERIMETER

: 3532 g/m

: 2,01 m

: 488 mm

WEIGHT

LENGTH

PERIMETER

: 3499 g/m

: 2,01 m

: 469 mm

WEIGHT

LENGTH

PERIMETER

: 10916 g/m

: 2,01 m

: 624 mm

WEIGHT

LENGTH

PERIMETER

: 3977 g/m

: 2,01 m

: 255 mm

WEIGHT

LENGTH

PERIMETER

: 764 g/m

: 2,01 m

: 93 mm

-85105

LONGITUDINALCONNE

CTOR

FORMULLIONE-85105

-85106


F

ORMULLIONE-85106

-85107


FORMULLIONE-85107

-85108

LONGITUDINALCON

NECTOR

FORMULLIONE-85108

cm4


Jx = 1908,8 cm4

Jy = 2,260 cm4

ey (max) = 10,878 cm

ex (max) = 108,2 cm

cm3


Wx = 175,4 cm3

Wy = 47,8 cm3

cm4


Jx = 138,1 cm4

Jy = 39,6 cm4

ey (max) = 4.537 cm

ex (max) = 2,160 cm

cm3


Wx = 30,4 cm3

Wy = 18,3 cm3

cm4


Jx = 3,2 cm4

Jy = 0,8 cm4

ey (max) = 1,595 cmex (max) = 0,779 cm

cm3


Wx = 2,0 cm3

Wy = 1,0 cm3

cm4


Jx = 239,8 cm

4Jy = 22,9 cm4

ey (max) = 6,590 cm

ex (max) = 2,260 cm

cm3


Wx = 36,3 cm3

Wy = 10,1 cm3

cm4


Jx = 311,5 cm4

Jy = 23,0 cm4

ey (max) = 7.362 cm

ex (max) = 2,210 cm

cm3


Wx = 42,3 cm3Wy = 10,4 cm3

cm4


Jx = 425,3 cm4

Jy = 24,2 cm4

ey (max) = 8,370 cm

ex (max) = 2,180 cm

cm3


Wx = 50,8 cm3

Wy = 11,1 cm3

cm4


Jx = 368,8 cm4

Jy = 23,1 cm4ey (max) = 7,882 cm

ex (max) = 2,160 cm

cm3


Wx = 46,7 cm3

Wy = 10,6 cm3

NoPCS/BUNDLE


P 85 - 16




20

20

2

4

38

8

4

ST060002

-85130

MULLIONJ

OINT

E-

8611

E-

85975

E-

85974

E-

85973

WEIGHT

LENGTH

PERIMETER

: 1034 g/m

: 2,01 m

: 133 mm

WEIGHT

LENGTH

PERIMETER

: 1304 g/m

: 2,01 m

: 173 mm

WEIGHT

LENGTH

PERIMETER

: 1709 g/m

: 2,01 m

: 233 mm

WEIGHT

LENGTH

PERIMETER

: 229 g/m

: 6,01 m

: 139 mm

WEIGHT

LENGTH

PERIMETER

: 219 g/m

: 6,01 m

: 133 mm

WEIGHT

LENGTH

PERIMETER

: 130 g/m

: 6,01 m

: 83 mm

WEIGHT

LENGTH

PERIMETER

: 1847 g/m

: 5,00 m

: 240 mm

-85153

LONGITUDINAL

CONNECTORFORS

PLIT

MULLIONE-85153

-85154

LONGITUDINAL

CO

NNECTORFORSPLIT

MULLIONE-85154

-85155

LONGITUDINAL

CONNECTORFORSPLIT

MULLIONE-85155

E-

8599

0

-

20

STRUCTURALGLAZING20mm

SPACEFOR

STRUCTURALGLAZIN

G20mm

-

16

STRUCTURALGLAZING16mm

SPACEFOR

S

TRUCTURALGLAZING16mm

E-

85991

10

SPACER10mm

cm4


Jx = 11,9 cm

4Jy = 1,2 cm4

ey (max) = 2,595 cm

ex (max) = 0,778 cm

cm3


Wx = 4,5 cm3

Wy = 1,5 cm3

cm4


Jx = 28,2 cm4

Jy = 1,6 cm4

ey (max) = 3,595 cm

ex (max) = 0,777 cm

cm3


Wx = 7,8 cm3Wy = 2,0 cm3

cm4


Jx = 71,5 cm4

Jy = 2,3 cm4

ey (max) = 5,095 cm

ex (max) = 0,777 cm

cm3


Wx = 14,0 cm3

Wy = 2,9 cm3

cm4


Jx = 15,2 cm4

Jy = 15,2 cm4

ey (max) = 2,400 cmex (max) = 2,400 cm

cm3


Wx = 6,3 cm3

Wy = 6,3 cm3

NoPCS/BUNDLE


P 85 - 17



E-85 / MULLIONS

W 85 - 1

M 1:1



E-85 / MULLIONS

W 85 - 2

M 1:1



E-85 / MULLIONS

W 85 - 3

M 1:1



E-85 / MULLIONS

W 85 - 4

M 1:1



E-85 / MULLIONS

W 85 - 5

M 1:1



E-85 / MULLIONS

W 85 - 6

M 1:1



E-85 - /

TRANSOMS - SUPPLEMENTARY PROFILES

W 85 - 7

M 1:1



E-85 / TRANSOMS

W 85 - 8

M 1:1



E-85 / TRANSOMS

W 85 - 9

M 1:1



E-85 / TRANSOMS

W 85 - 10

M 1:1

e85_p1-50- Presentación Determinación de Espesor de Vidrio en Edificaciones

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