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47
TAILORED-MADE STRUCTURES FOR YOUR PROJECTS
Transcript of ?p=080103&numero=1&doc=2ds.arcelormittal.com/repo/lionel pezzetti/Profil du futur/Downloads...be...
TAILORED-MADE STRUCTURES
FOR YOUR PROJECTS
EFFICIENT FRAME STRUCTURES PERFORMANTES ADAPTED TO YOUR PROJECTS
MULTIBEAM and ZED sections,
manufactured in France by PROFIL DU
FUTUR company, are specially made to
be used as purlin and cladding systems
complying with legal standardisation.
CONTENTS
Service p.4
Multibeam p.6
PURLIN SYSTEM p.8
CLADDING RAIL SYSTEM p.14
FLOORING RAIL SYSTEM p.16
ASSEMBLED BEAMS p.17
Zed p.18
PURLIN AND SIDE RAIL SYSTEM p.20
TECHNICAL FEATURES p.22
Multibeam p.22
Zed p.26
ACCESSORIES p.28
ASSEMBLY PRINCIPLE p.34
PRICE ENQUIRY p.44
SERVICE RESEARCH AND DEVELOPMENT DEPARTMENT
MULTIBEAM and ZED profiles, widely distributed by PROFIL DU FUTUR on the French Market, have the benefit of 30 years of experience in Europe and around the world during which time our engineers have developed them trough the continuing concern to apply and install them ever more competitively.
The use of Sendzimir galvanised steel (275gr/m ² and over, double sided) of 350 N/mm² and over guaranteed tensile strength, contributes to the performance and quality of MULTIBEAM and ZED profiles. This performance basically depends on their installation. The MULTIBEAM and ZED systems result from optimising the cost function : Design + materials + manufacture + assembly The MULTIBEAM and ZED systems have been subjected to a campaign of trials exactly reproducing conditions of use with different types of roofing. The results from the trials were used as the basis for drawing up a specification.
SALES DEPARTMENT
Our regional sales representatives establish and maintain a good working relationship and sales co-operation with you. They represent and commit PROFIL DU FUTUR Company. From your own data: building characteristics, climate loads, service loads, etc., our office-based technical-sales staff prepares the measurement and quantity surveying, sampling and commit themselves with a price and delivery time.
ORDER DEPARTMENT Our project managers are responsible to complying with your orders: from acknowledgement of your order to delivery, through drafting detailed drawings, marking out assembly drawings and the calculation document for the control office.
DELIVERY DEPARTMENT Our position as the European leading company allows us to get the most competitive transport price to any destinations.
PRODUCTION DEPARTMENT In our factory, we have specific resources for the economical and efficient production of MULTIBEAM and ZED ranges with their accessories. Our raw materials and finished products are always subject to internal and external quality control.
COMPUTER SYSTEMS
Our information system is based on the latest techniques (ERP, CAD, Internet) and enables us to manage all our performance and quality essentials.
Simple and efficient tie system
Symmetrical profile(no right hand nor left hand)
Stable profile whatever the roof slope
Large flanges(For a better stability and roof fixing)
Rapid site assembly
Simple fixing on stanchions and rafters
Tubular tie
Easy setting with adjustable diagonal tie
Economy
Lightness
Galvanised finishing
Many applications
MULTIBEAM
MULTIBEAM is the result of a test programme compatible with the most recent calculation and construction techniques. MULTIBEAM profile has been optimised during 30 years in Europe, and offers an unbeatable combination of simplicity and efficiency.
B120 B140 B170 B200 A230 A260 A300 C320 C350
Type B Type A Type C
MULTIBEAM range
PURLIN SYSTEM
A modern concept of purlin system for bay up to 15 meters and more.
CLEATSThe cleats are made from hot laminated metal strip and are available in black or galvanised.
Cleat to be welded Cleat to be bolted
Sleeve system
Continuity on two bays or more is done by means of
sleeves matching the shape of the profiles.
For purlins type A and B
Profiles B140, B170, B200, A230, A260, A300.
For purlins type C
Profiles C320, C350.
Tie system
Positioning of adjustable diagonal tie Fastening of adjustable diagonal tie
Assembly of tubular tie on top side of roof
Assembly of intermediate tubular tie.
Assembly of tubular tie on bottom side of roof.
Purlins gable end details
Rafter stays
Angle rafter stays fixed on the frame profile (On one side)
End principle with cleader angle
Fixed exceeding with cleader angle
Dismantled exceeding with cleader angle
Exceeding with dismantled end piece and cleader angle (Exceeding over 200 mm)
CLADDING RAIL SYSTEM
The MULTIBEAM CLADDING RAIL SYSTEM IS THE EASIEST ONE AVAILABLE IN THE MARKET TODAY. The side rails and tubular ties make up a rigid system and easy to assemble, perfectly suited to steel, concrete and wood structures.
Tubular tie
Cleat to be welded
The cleats are made from hot laminated metal strip and are available in black or galvanised.
Cleat to be bolted
Angle detail
MEZZANINE FLOOR SYSTEM
MULTIBEAM is the ideal profile for flooring system. It is adaptable, easy to assemble and particularly stable. MULTIBEAM offers a cheap technical solution for all kind of floor.
Face to face profiles
COMPOUND BEAMS
Compound beams from MULTIBEAM profiles favourably eplace the hot laminated profiles thanks to the better ratio
efficiency/weight.
SECTION PROPERTIES : Multibeam profiles
TYPE B
TYPE A
Gross characteristics of the profiles
*on request
Multibeam Type
h mm
b mm
t mm
x mm ø b1
mmSection
cm2Weight kg/m
ly cm4
Wy cm3
iy cm
lz cm4
Wz cm3
iz cm
B120/150* 120 56 1.50 80 14 35.4 3.86 3.10 82.18 13.50 4.61 12.29 3.46 1.78
B140/150 140 56 1.50 100 14 35.0 4.15 3.34 118.36 16.67 5.34 12.39 3.54 1.73
B170/155 170 56 1.55 130 14 34.4 4.75 3.82 194.77 22.68 6.41 12.97 3.75 1.65
B200/160 200 56 1.60 160 14 34.6 5.37 4.31 298.04 29.56 7.45 13.52 3.96 1.59
A230/160 230 70 1.60 190 14 44.0 6.41 5.14 490.00 42.60 8.75 26.10 5.93 2.02
A230/180 230 70 1.80 190 14 44.1 7.15 5.74 543.85 46.25 8.72 27.72 6.28 1.97
A260/180 260 70 1.80 220 14 44.0 7.87 6.18 749.45 57.65 9.75 28.79 6.48 1.91
A260/200 260 70 2.00 220 14 44.2 8.55 6.85 812.66 61.84 9.75 30.98 6.99 1.90
A260/240 260 70 2.40 220 14 44.8 10.30 8.22 977.01 74.88 9.74 37.59 8.38 1.91
A260/270 260 70 2.70 220 14 45.2 11.61 9.25 1 100.04 84.48 9.74 42.60 9.42 1.92
A260/320 260 70 3.20 220 14 45.8 13.79 10.96 1 304.17 100.29 9.73 51.08 11.14 1.92
A300/180 300 70 1.80 260 14 44.8 8.59 6.74 1 059.87 70.65 11.10 28.80 6.48 1.83
A300/240 300 70 2.40 260 14 45.0 11.26 8.85 1 384.00 92.40 11.08 37.80 8.40 1.83
A300/270 300 70 2.70 260 14 45.2 12.67 9.95 1 557.00 104.00 11.08 42.60 9.42 1.83
A300/320* 300 70 3.20 260 14 45.8 15.06 11.82 1 870.00 125.00 11.14 51.08 11.30 1.85
TYPE C
Gross characteristics of the profiles
Multibeam Type
h mm
b mm
t mm
x mm ø b1
mmSection
cm2Weight kg/m
ly cm4
Wy cm3
iy cm
lz cm4
Wz cm3
iz cm
C320/200 320 88 2.00 262 18 55.0 11.27 9.15 1 666.7 104.16 12.16 85.5 15.52 2.75
C320/240 320 88 2.40 262 18 55.1 13.49 10.98 1 987.2 124.20 12.13 100.4 18.22 2.72
C320/270 320 88 2.70 262 18 55.1 15.14 12.36 2 224.7 139.04 12.11 111.2 20.18 2.71
C320/320 320 88 3.20 262 18 55.1 17.87 14.64 2 613.0 163.31 12.09 128.3 23.29 2.68
C320/400 320 88 4.00 262 18 55.2 22.17 18.30 3 215.0 200.93 12.04 153.4 27.82 2.63
C350/200 350 88 2.00 292 18 55.4 11.86 9.64 2 067.2 118.12 13.20 85.8 15.49 2.69
C350/240 350 88 2.40 292 18 55.4 14.20 11.56 2 465.5 140.88 13.17 102.4 18.48 2.66
C350/270 350 88 2.70 292 18 55.4 15.94 13.01 2 760.9 157.76 13.15 111.5 20.13 2.64
C350/320 350 88 3.20 292 18 55.4 18.82 15.42 3 244.2 185.38 13.12 128.7 23.23 2.61
C350/400 350 88 4.00 292 18 55.4 23.38 19.27 4 001.1 228.63 13.08 154.7 27.92 2.57
Standard punching on ledge and bay
COMPOUND BEAMS
D Type Back to back
F Type Face to face
Bolts not supplied by PROFIL DU FUTUR Bolts not supplied by PROFIL DU FUTURA range of composed beams which can favourably replace the hot laminated profiles in many applications: Floor rails, structure elements, etc.
Those composed beams are much lighter than the hot laminated ones. Handling is easy and beams are supplied galvanised and ready to be assembled. They are available in D or F type, according to the application.
Section H x B
Masse kg/m
Thickness mm
Section cm2
ly cm4
Wy cm3
140 x 112 6.68 1.50 8.30 236.72 33.34
170 x 112 7.64 1.55 9.50 389.54 45.36
200 x 112 8.62 1.60 10.74 596.08 59.12
230 x 140 11.48 1.80 14.30 1 087.70 92.50
260 x 140 12.36 1.80 15.74 1 498.90 115.30
260 x 140 13.70 2.00 17.10 1 625.32 123.68
260 x 140 16.44 2.40 20.60 1 954.02 149.76
260 x 140 18.50 2.70 23.22 2200.08 168.96
260 x 140 21.92 3.20 27.58 2 608.34 200.58
300 x 140 17.70 2.40 22.52 2 768.00 184.80
300 x 140 19.90 2.70 25.34 3 114.00 208.00
300 x 140 23.64 3.20 30.12 3740.00 250.00
320 x 176 18.30 2.00 22.53 3 333.40 208.33
320 x 176 21.96 2.40 26.98 3 974.40 248.40
320 x 176 24.72 2.70 30.28 4 449.40 278.08
320 x 176 29.28 3.20 35.74 5 226.00 326.62
320 x 176 36.60 4.00 44.34 6 430.00 401.87
350 x 176 19.28 2.00 23.71 4 134.40 236.25
350 x 176 23.12 2.40 28.40 4 931.00 281.77
350 x 176 26.02 2.70 31.88 5 521.80 315.53
350 x 176 30.84 3.20 37.64 6 488.40 370.76
350 x 176 38.54 4.00 46.76 8002.20 457.26
Iz cm4
Wz cm3
iz cm
Iz cm4
Wz cm3
iz cm
59.95 10.70 2.71 124.09 22.16 3.89
68.76 12.28 2.71 136.00 24.29 3.81
75.91 13.56 2.67 154.86 27.65 3.81
147.90 21.13 3.24 327.90 46.83 4.82
163.98 23.42 3.22 362.30 51.75 4.79
175.46 25.07 3.18 398.80 56.97 4.79
201.09 28.73 3.14 480.20 68.59 4.86
222.51 31.79 3.12 549.10 78.45 4.89
257.23 36.75 3.07 668.80 95.50 4.97
216.27 30.91 3.10 550.00 78.60 4.94
241.05 34.44 3.08 603.40 86.20 4.94
277.70 39.67 3.04 735.00 105.00 4.94
415.47 47.21 4.29 854.50 97.10 6.15
493.10 56.03 4.27 1 019.56 115.86 6.15
550.21 62.52 4.26 1 141.76 129.74 6.14
643.12 73.08 4.24 1 342.59 152.56 6.13
785.35 89.24 4.20 1 655.56 188.13 6.11
423.42 48.11 4.22 899.72 102.24 6.16
506.29 57.53 4.22 1 077.16 122.40 6.15
561.38 63.79 4.19 1 202.54 136.65 6.14
656.60 74.61 4.17 1 414.19 160.70 6.13
807.02 91.70 4.15 1 743.49 198.12 6.10
Comparison with hot roll section
The following graphs show the advantage of the compound MULTIBEAM profiles compared to hot rolled sections. For the same weight, MULTIBEAM profiles have a loading capacity of 2 to 3 times more than the hot rolled sections.
Section
140mm x 112mm x 6,68kg IPE 80 x 6,0kg
Section
260mm x 140mm x 18,50kg IPE 180 x 18,8kg
TECHNICAL CHARACTERISTICS: accessories
Apex tie
Tubular tie
Multilok tie
Adjustable tie
Sleeve for purlins A and B type
Sleeve for purlins A type
Sleeve for purlins C type
TECHNICAL CHARACTERISTICS: accessories
Cleats Cleat references
h purlin
Ref. to be
welded
Ref. to be
bolted
Dim. x
h CD
Spacing _
Stiffe - ner
120 CD 12 CD 12~ B 80 123 6
140 CD 14 CD 14 B 100 143 6
170 CD 17 CD 17 B 130 173 6
200 CD 20 CD 20 B 160 203 6
230 CD 23 CD 23 B 190 233 6
260 CD 26 CD 26 B 220 263 6 **
300 CD 30 CD 30 B 260 303 6 **
320 CD 32 CD 32 B 262 327 9 X
350 CD 35 CD 35 B 292 357 9 X
**For purlins only
Cleat references
h purlin
Ref. to be
welded
Ref. to be
bolted
Dim. d
Dim. x
Spacing _
Stiffe - ner
140 CD 14 Z CD 14 BZ 54 54 10
170 CD 17 Z CD 17 BZ 56 80 10
130 CD 17 Z CD 17 BZ 56 80 5
200 CD 20 Z CD 20 BZ 57 108 10
220 CD 23 Z CD 23 BZ 67 128 20
240 CD 23 Z CD 23 BZ 67 148 20
260 CD 26 Z CD 26 BZ 57 168 10 X
300 CD 30 Z CD 30 BZ 72 178 10 X
Angle detail (variant)
Special cleats
Different assembly types
CARACTERISTIQUES TECHNIQUES : Accessoires
Cleader rail Characteristics
Section P kg/m
A cm²
ly/lz cm4
lv cm4
lu cm4
Wy/Wz cm3
Wv cm3
Wu cm3
iy/iz cm
iv cm
iu cm
45x45x3 204 2.61 5.16 2.07 8.85 1.53 1.26 2.7 1.41 0.89 1.84
Cleader rail assembly principle
Gable purlin exceeding
Rafter staysRafter stays on one side. The checking of connector and stabilisation system rigidity is done by the user.
Rafter stays on one side. The checking of connector and stabilisation system rigidity is done by the user.
CONSTRUCTION DETAILS (in mm)
Adjustable diagonal tie
Locating on drawing LF: Apex tie LC: Multilok tie LT: Tubular tie TA: Adjustable diagonal tie
Sleeves
Fixing of adjustable diagonal tie in case of cleats to be welded for profiles C320 and C350
Assembly of compounded beams
MULTIBEAM purlin and side rail systems
Symmetrical roof with small roof slope 1 or several rows of tubular ties with apex tie
1 row of tubular ties at mid -span
2 rows of tubular ties at third points
3 rows of tubular ties at quarter points
Mini angle of adjustable diagonal tie a= 30 °
1 row of tubular ties at mid -span
2 rows of tubular ties at third points
3 rows of tubular ties at quarter points
ZED purlin and side rail systems
Symmetrical roof with small roof slope 1 or several rows of tubular ties with apex tie
1 row of tubular ties at mid -span
1 row of tubular ties at mid-span
3 rows of tubular ties at quarter points
Mini angle of adjustable diagonal tie a= 30 °
1 row of tubular ties at mid -span
2 rows of tubular ties at third points
3 rows of tubular ties at quarter points
Construction details (in mm)
The fixing details A1 and A2 can be seen page 43 (The fixing cleats are not supplied by Profil du Futur) Detail A1
Detail A2
Fixing cleat A2 welded
Fixing cleat A2 welded
CONSTRUCTION DETAILS
Detail of roof trimmer (Fixing cleats not supplied by Profil du Futur)
Section A - A
Gable edge apex roof trimmer
Section A - A
Detail of fixing cleats (not supplied by Profil du Futur)
Fixing cleat A1 Fixing cleat A2
x Lg øB 140 100 140 14B 170 130 170 14B 200 160 200 14A 230 190 230 14
A 260 220 260 14
A 300 260 300 14C 320 262 320 18C 350 292 350 18
Fixing cleat A3
Fixing cleat A4
PRICE ENQUIRY8, rue de Fortschwihr - B.P. 83 - 68180 HORBOURG-WIHR
Tél : +33 (0)3 89 20 77 00 - Fax : +33 (0)3 89 20 77 01E-mail : [email protected]
Company: ...................................................................
Address : ................................................................... Date : ...................................................................
...................................................................
Telephone : ................................................................... Contact : ...................................................................
E-mail : ................................................................... Fax : ...................................................................
Sketch : Client ref : ...............................................
Location of building : ...................................................................
Span : ............... in ............... halls ............... of ............... m with ........ side(s) Slope : ........%
Length : ............... in ............... T ............... of ............... m Height : ............... m String piece
............... in ............... T ............... of ............... m ............... m Apex
Climatic loadsSnow area : ............... Altitude : ............... m Accu : yes - no Type : ...............
Wind area : ............... Site : normal - exposed Bldg : open - closed Ce-Ci maxi : ...............
Purlin system
Type of roofing material : ...................................... ............... kg/m²
Insulation type – under roof : .............................. ............... kg/m²
Eventual overloads : ................................. ............... kg/m²
Distance between purlins ............... mm Exceeding :
............... mm
Side rail systemCladding type : ....................................... ............... kg/m² ............... long-side(s) outside -inside post Distance between rail : ............... mm Ce -Ci maxi : ...............
............... gable(s) outside -inside post Distance between rail : ............... mm Ce -Ci maxi : ...............
Gable post distance : ...................... m
MiscellaneousCleader angle : ............... lm Delivery : ...............Connector :
............... U
QUOTATION TO BE SENT ON :
BY : TEL - FAX - MAIL - E-mail
NOTES
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Profil du Futur reserves the right to modify, without notice, the specification of the described products in this manual.
8, rue de Fortschwihr - B.P. 83 F-68180 HORBOURG-WIHR
Tél : +33 (0)3 89 20 77 00 Fax : +33 (0)3 89 20 77 01
E-mail : [email protected]
