metal roofings & building envelopes - tssc group...metal roofings & building envelopes...
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BASECO
Metal Roofings & Building Envelopes
Building Architectural Masterpieces
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BASECO
Sharing a relentless commitment to efficiency and value, TSSC, a key member of the reputed Harwal Group, has been acknowledged as an industry leader in the manufacturing sector. Since its commencement, the company has evolved as a manufacturer offering today nearly 27 different product lines across 8 different business units.
Operating its business from its facilities located in Dubai, Sharjah, Abu Dhabi, Riyadh and Moscow.TSSC has also set benchmarks with its unique industrial services .
As the largest composite panel’s manufacturer in the Middle East, TSSC has been continually enhancing the industry with its best practices. Showcasing an unwavering commitment to its product and services, the company also producesa range of FM approved building materials, stainless steel, kitchen and laundry equipments, cold rooms, cable trays, prefabricated shelters, cabins and factory manufactured houses. TSSC also manufactures merchandising refrigerators and metal sheds and offers galvanizing services to its customers across the region.
Sharing a relentless commitment to efficiency and value, BASECO, a member of the Harwal Group, is a leading supplier of the standing seam Roofing System. To achieve this goal, the company has spared no expense to deploy innovative technology in machinery and engineering services.
The biggest asset of our company is teamwork. Each member of our team is professional and dedicated to providing our customers with the best services. At BASECO, we believe it is our duty to deliver quality products to our customers. The willingness to offer more value than its competitors coupled with its desire to listen, understand and to solve customer’s problem has made BASECO a preferred supplier in the region.
BASECO specializes in providing competitive designs and quality drawings, to ensure a clear representation of the project. The structure design and detailing of the Roofing System are executed with the latest computer software, which enables faster construction at the site.
BASECO’s strength is in its smooth operational and extraordinary performance of introducing sophisticated light weight buildings and ability to suit the slightest requirements of each individual in building design of highly perfection in preforming in metal roofs system and building envelops.
Company Mission
TSSC Baseco
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BASECO
BASECO STANDING SEAM
unique, light weight roofing system for discerning architectural design• Concealed fix system, thus providing a continuous weather tight roof.• Tapered and curved sheets with a minimum radius of 1.5m. Can be flexibly adjusted to suit the layout and dimensions of any building to provide limitless design potential.• Extremely strong and lightweight building system.• Integration of shapes, colors and surfaces.• In Built Internal thermal bridge allows movement resulting from thermal expansion.• Highly efficient thermal performance thermal and acoustic insulation.• Roll-formed on site to achieve extreme lengths according to the project requirements.• Higher level of building safety throughout the entire service life.• Demountable; roof panels can be unzipped and reused at the end of the building lifecycle.• Specially designed low U-value roof systems can provide a cost effective and technically sound solution for roofs.• Integration of sustainable concepts such as photovoltaic panels.
BASECO System Conventional Metal Roofs
Maintenance Routine maintenance is not required due to the seaming system.
Corrugated metal roof fasteners when exposed to natural elements will eventually back out and holes in the panels enlarge causing leakage. Fasteners need to be inspected and tightened periodically.
Wind Resistance
The panels side jointsare locked and zipped tightly together to stand wind resistance. Designed to stand extreme severe weather conditions approved by FM Global
Exposed fasteners of corrugated panels may loosen in areas with high winds. The fasteners need to be tightened regularly.
Air and Water Tightness
Suitable for warm and cold roof constructions in all shapes and pitches.Weather tight seam permits any residual moisture in the insulating layer to evaporate through the seam allowing the roof to breathe naturally.
Small lengths of the panels, end laps connections, exposed fasteners and the reaction to the floating action of the metal sheet reduces the Air and water tightness integrity.
Design PotentialBASECO aluminium standing seam profiles combine outstanding functionality with stunning aesthetics.
Design construction is limited compared to the standing seam system
Production
Continuous lengths of hundreds of panels can be produced using the very latest equipment both in the factory and also on mobile roll formers
Panels of upto maximum 16m are produced in the factory and then shipped to site.
FMAPPROVED
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Technical Perfection in Roll-Forming
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BASECO Standing Seam 65/ (310,410,435)General Data & Design Specification
Specification
Standing Seam is a structural architectural roofing panel that is mechanically field seamed for increased weather durability and a greater resistance to severe wind uplift approved by FM Global.
Specification Of Aluminum
Aluminum Grade AA3004/AA3105
Finish PE/PVDF ColorStucco Embossed - Mill Finish
Temper H24&H26/H44&H46
BMT(mm) 0.7/0.8/0.9/1.0/1.2
Coverage(mm) Straight 310,410,435
Minimum Recommended Roof Pitch 2.5%
Minimum Radius For Curving
Smooth Pre-curveConvex 1.5m(1.0mm)
Concave 6m
Spring Curve
Convex
45m(0.9mm)
50m(1.0mm)
55m(1.2mm)
Concave
50m(0.9mm)
55m(1.0mm)
60m(1.2mm)
Recommended Support Spacing 1.2m~1.5m
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Crimp curving parameters (BS-310-410-435)
RadiusRi(mm)
Edge L1(Minimum mm)
Edge L2(Minimum mm)
500-1000 250 250
1000~2000 250 350
>2000 0 0
Sufficient tools
Sufficient Coating Colorfor Arch designer
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BASECO
Profile Dimensions
(BS65/310)
(BS65/410)
(BS65/435)
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FMAPPROVED
(BS65/410)
(BS65/435)
(BS65/310)
310
410
435
65
65
65
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0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80admissible span width in m
0.7 2.20 2.20 2.20 2.10 1.95 1.80 1.70 1.60 1.55 1.45 1.40 1.350.8 2.75 2.75 2.60 2.40 2.20 2.05 1.95 1.85 1.75 1.70 1.60 1.550.9 3.20 2.90 2.60 2.40 2.20 2.05 1.95 1.85 1.75 1.70 1.60 1.551.0 3.35 2.90 2.60 2.40 2.20 2.05 1.95 1.85 1.75 1.70 1.60 1.551.2 3.35 2.90 2.60 2.40 2.20 2.05 1.95 1.85 1.75 1.70 1.60 1.55
Permissible Span TablesPermissible Span table for Baseco Standing Seam 65/310 for imposed and wind load in m
Imposed load (kN/m²)
Wind load suction (kN/m²)
thickness (mm)
thickness (mm)
thickness (mm)
thickness (mm)
0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60admissible span width in m
0.7 2.20 2.20 2.20 2.20 2.20 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 0.95 0.90 0.850.8 2.75 2.75 2.75 2.75 2.40 2.15 1.90 1.70 1.55 1.40 1.30 1.20 1.10 1.05 1.00 0.950.9 3.20 3.20 3.20 2.85 2.45 2.10 1.90 1.70 1.55 1.40 1.30 1.20 1.10 1.05 1.00 0.951.0 3.70 3.70 3.40 2.85 2.45 2.10 1.90 1.70 1.55 1.40 1.30 1.23 1.10 1.05 1.00 0.951.20 4.15 4.15 3.40 2.85 2.45 2.10 1.90 1.70 1.55 1.40 1.30 1.20 1.10 1.05 1.00 0.95
Imposed load for deflection limit of L/200
General notes :
- Factor of safety for wind load = 1.6.- Loadings apply for 3 spans or more.- Baseco Standing Seam 65/310 is manufactured from aluminium alloy grade.- The self-weight of sheets has been taken into account.
Imposed load for deflection limit of L/200General notes :
- Factor of safety for wind load = 1.6.- Loadings apply for 3 spans or more.- Baseco Standing Seam 65/410 is manufactured from aluminium alloy grade.- The self-weight of sheets has been taken into account.
Imposed load (kN/m²)
0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80
admissible span width in m
0.7 1.85 1.85 1.85 1.85 1.85 1.70 1.60 1.50 1.40 1.35 1.25 1.200.8 2.45 2.45 2.30 2.10 1.95 1.80 1.70 1.60 1.55 1.45 1.40 1.350.9 2.85 2.55 2.30 2.10 1.95 1.80 1.70 1.60 1.55 1.45 1.40 1.351.0 2.90 2.55 2.30 2.10 1.95 1.80 1.70 1.60 1.55 1.45 1.40 1.351.2 3.00 2.65 2.40 2.20 2.00 1.85 1.75 1.65 1.60 1.50 1.45 1.40
Permissible Span table for Baseco Standing Seam 65/410 for imposed and wind load in m
Wind load suction (kN/m²) 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60
admissible span width in m 0.7 1.85 1.85 1.85 1.85 1.65 1.45 1.30 1.15 1.05 0.95 0.90 0.80 0.75 0.70 0.65 0.650.8 2.45 2.45 2.45 2.15 1.85 1.60 1.45 1.30 1.15 1.05 1.00 0.90 0.85 0.80 0.75 0.700.9 2.85 2.85 2.60 2.15 1.85 1.60 1.45 1.30 1.15 1.05 1.00 0.90 0.85 0.80 0.75 0.701.0 3.40 3.25 2.60 2.15 1.85 1.60 1.45 1.30 1.15 1.05 1.00 0.90 0.85 0.80 0.75 0.701.20 3.55 3.40 2.70 2.25 1.90 1.65 1.50 1.35 1.20 1.10 1.05 0.90 0.85 0.80 0.75 0.70
FMAPPROVED
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BASECO
thickness (mm)
thickness (mm)
Imposed load for deflection limit of L/200
General notes :
- Factor of safety for wind load = 1.6.- Loadings apply for 3 spans or more.- Baseco Standing Seam 65/435 is manufactured from aluminium alloy grade.- The self-weight of sheets has been taken into account.
Permissible Span table for Baseco Standing Seam 65/435 for imposed and wind load in m
Imposed load (kN/m²)
0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80
admissible span width in m
0.7 1.85 1.85 1.85 1.85 1.85 1.70 1.60 1.50 1.40 1.35 1.25 1.200.8 2.35 2.35 2.20 2.00 1.85 1.70 1.60 1.50 1.45 1.35 1.30 1.250.9 2.70 2.45 2.20 2.00 1.85 1.70 1.60 1.50 1.45 1.35 1.30 1.251.0 2.75 2.45 2.20 2.00 1.85 1.70 1.60 1.50 1.45 1.35 1.30 1.25 1.2 2.85 2.55 2.30 2.10 1.90 1.75 1.65 1.55 1.50 1.40 1.35 1.30
Wind load suction (kN/m²)
0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60
admissible span width in m
0.7 1.85 1.85 1.85 1.85 1.65 1.45 1.30 1.15 1.05 0.95 0.90 0.80 0.75 0.70 0.65 0.650.8 2.35 2.35 2.35 2.00 1.75 1.50 1.35 1.25 1.10 1.00 0.95 0.85 0.80 0.75 0.70 0.65 0.9 2.70 2.70 2.50 2.00 1.75 1.50 1.35 1.25 1.10 1.00 0.95 0.85 0.80 0.75 0.70 0.65 1.0 3.20 3.10 2.50 2.00 1.75 1.50 1.35 1.25 1.10 1.00 0.95 0.85 0.80 0.75 0.70 0.65 1.20 3.40 3.25 2.55 2.15 1.80 1.55 1.40 1.30 1.15 1.05 1.00 0.85 0.80 0.75 0.70 0.65
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Baseco Standing Seam 65/410Characteristic Values For Downward Load
Sheetthickness
DeadLoad
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
tmm
gkN/m2
Jef,kcm4/m
MF,KkN/m
RA,KkN/m
M0B,K
kNm/mR0
B,KkN/m
max M0B,K
kNm/mmax R0
B,KkN/m
0.7 0.8 0.9 1.0 1.2
0.0279 0.0319 0.0359 0.0399 0.0478
41.6 47.6 53.6 59.5 71.5
0.96 1.26 1.62 1.99 2.35
7.0 9.1
11.9 14.7 16.8
1.31 1.71 2.10 2.48 2.99
684 894 566 240 342
1.30 1.69 2.05 2.41 2.92
13.8 17.9 20.9 24.0 29.3
Baseco Standing Seam 65/310Characteristic Values For Uplift Load
Sheetthickness
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
tmm
Jef,kcm4/m
MF,KkN/m
RA,KkN/m
M0B,K
kNm/mR0
B,KkN/m
max M0B,K
kNm/mmax R0
B,KkN/m
0.70.80.91.01.2
33.6 43.9 55.3 66.7 82.2
1.32 1.72 2.30 2.89 3.43
11.0 14.4 18.2 21.9 26.0
1.27 1.66 2.17 2.68 3.25
18.7 24.4 58.6 92.7
245.2
1.00 1.31 1.89 2.45 3.13
6.45 8.43 11.7 15.0 17.5
Cross-sectional values, characteristic values of the resistance values and partial safety correction valuesγM
Baseco Standing Seam 65/310Characteristic Values For Downward Load
Sheetthickness
DeadLoad
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
tmm g
kN/m2Jef,k
cm4/m
MF,KkN/m
RA,KkN/m M0
B,KkNm/m
R0B,K
kN/mmax M0
B,KkNm/m
max R0B,K
kN/m
0.7 0.8 0.9 1.0 1.2
0.0291 0.0334 0.0375 0.0416 0.0500
50.9 58.2 65.4 72.7 87.3
1.19 1.56 2.02 2.46 2.91
8.28 10.8 14.1 17.4 19.9
1.56 2.04 2.49 2.96 3.55
847 1107 702 297 423
1.55 2.02 2.44 2.87 3.47
17.0 22.1 25.9 29.7 36.2
= 1.0
= 1.0
= 1.0
= 1.1
= 1.1
= 1.1
γM
γM
γM γM
γM
γM
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BASECO
Baseco Standing Seam 65/435Characteristic Values For Downward Load
Sheetthickness
DeadLoad
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
tmm
gkN/m2
Jef,kcm4/m
MF,KkN/m
RA,KkN/m
M0B,K
kNm/mR0
B,KkN/m
max M0B,K
kNm/mmax R0
B,KkN/m
0.7 0.8 0.9 1.0 1.2
0.0252 0.0288 0.0324 0.0360 0.0432
40.4 46.4 52.0 57.7 69.2
1.20 1.56 1.94 2.30 2.79
9.02 11.8 12.6 13.5 15.9
1.13 1.48 1.99 2.49 2.84
644 841 533 226 322
1.03 1.34 1.63 1.92 2.22
9.21 12.1 12.5 12.9 14.4
Baseco Standing Seam 65/410Characteristic Values For Uplift Load
Sheetthickness
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
tmm
Jef,kcm4/m
MF,KkN/m
RA,KkN/m
M0B,K
kNm/mR0
B,KkN/m
max M0B,K
kNm/mmax R0
B,KkN/m
0.70.80.91.01.2
27.135.444.653.966.4
1.071.401.862.342.76
8.911.614.717.721.0
1.091.421.862.302.78
15.019.747.374.8
198.0
0.861.131.612.102.67
5.26.89.4
12.114.2
Baseco Standing Seam 65/435Characteristic Values For Uplift Load
Sheetthickness
Momentof inertia
Fieldmoment
Endsupportreaction
Moments and reaction forces atintermediate supports
M/M0B,K + R/R0
B,K ≤ 1
tmm
Jef,kcm4/m
MF,KkN/m
RA,KkN/m
M0B,K
kNm/mR0
B,KkN/m
max M0B,K
kNm/mmax R0
B,KkN/m
0.70.80.91.01.2
16.9 22.1 28.6 35.1 37.4
0.74 0.96 1.24 1.52 1.89
7.62 9.98 10.4 10.8 11.6
0.829 1.08 1.45 1.82 2.54
14.1 18.4 22.1 25.8 33.1
0.695 0.907 1.14 1.37 2.14
3.98 5.20 6.20 7.20 9.19
= 1.0
= 1.0
= 1.0
= 1.1
= 1.1
= 1.1
γM
γM
γM
γM
γM
γM
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Walkability
Walkability during AssemblyProfiled sheets in the assembly area which are mechanically zipped on at least one side and up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65/310Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 1.60 2.10 2.20 2.35 2.75
Walkability after Assembly
Mechanically zipped profiled sheets up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65/310Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 2.10 2.80 3.30 3.75 3.75
Walkability during AssemblyProfiled sheets in the assembly area which are mechanically zipped on at least one side and up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65/410Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 1.8 2.35 2.65 2.65 2.65
Walkability after Assembly
Mechanically zipped profiled sheets up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65/410Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 2.20 2.90 3.35 3.75 3.75
Walkability during AssemblyProfiled sheets in the assembly area which are mechanically zipped on at least one side and up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65/435Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 1.8 2.35 2.65 2.65 2.65
Walkability after Assembly
Mechanically zipped profiled sheets up to the following spans may be walked on without taking any load-distributing measures:
Baseco Standing Seam 65/435Sheet thickness / mm 0.7 0.8 0.9 1.0 1.2
lgr / m 2.20 2.90 3.35 3.75 3.75
Individual, unzipped profile sheets and plastic lighting elements must not be walked on.
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Baseco Standing Seam Bracket Dimensions
Characteristic values of the resistance values for brackets, partial safety coefficientγM
Sort 80 mm halter 100 mm halter 120 mm halter 140 mm halter 160 mm halter 180 mm halter 200 mm halter
H 80 mm 100 mm 120 mm 140 mm 160 mm 180 mm 200 mm
Characteristic values for load-bearing capacity of the brackets under pressure
strain (kN/bracket)
Bracket height (mm) Outer end or center support
80100120140160180200220
5.85.85.64.84.54.23.02.0
Characteristic holding forces for brackets in the flange (kN/bracket)
Sheet thickness
mm
Final or intermediate support
Baseco Standing Seam65/410
Mixed bridgesAluminium/light
strips
0.70.80.91.01.2
3.624.706.027.349.06
1.501.501.501.50
= 1.1 = 1.1γM γM
FMAPPROVED
FMAPPROVED
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Permitted Load on Standing Seam from Baseco Seam Clip(s)
The BASECO Roof Standing Seam System is structurally designed to perform in various conditions. It saves time, costs and protects the building. Additional benefits include low energy usage and flexibility in design.
A wide spectrum of accessory features such as Glass Reinforced Concrete (GRC), Glass Reinforced Plastic (GRP), Aluminum Composite Panels (ACP), Solar Panels, Walkways, Handrails, and others can be installed on the top of the standing seam .
Free penetration connection is achieved by the use of extruded aluminum clips, which clamp over the seam of the panel using stainless steel bolts. This safely transmits the loading to the back of the substructure. All design possibilities are studied and designed by our Engineering Team to comply with the Architectural requirements of the building.
≤1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 2.0 DV 0.65 0.63 0.60 0.58 0.55 0.53 0.50 0.47 0.45 0.40 ZV 1.07 1.02 0.97 0.91 0.86 0.81 0.76 0.70 0.65 0.55 HQV 0.98 0.94 0.90 0.86 0.83 0.79 0.75 0.71 0.67 0.60 HLV 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 DV 0.74 0.69 0.69 0.66 0.63 0.60 0.57 0.54 0.51 0.46 ZV 1.22 1.10 1.10 1.04 0.98 0.92 0.86 0.80 0.74 0.62 HQV 1.12 1.03 1.03 0.99 0.94 0.90 0.86 0.81 0.77 0.68 HLV 1.54 1.54 1.54 1.54 1.54 1.54 1.54 1.54 1.54 1.54 DV 0.84 0.80 0.77 0.74 0.71 0.68 0.64 0.61 0.58 0.51 ZV 1.38 1.31 1.24 1.17 1.11 1.04 0.97 0.90 0.84 0.70 HQV 1.26 1.21 1.16 1.11 1.06 1.01 0.98 0.91 0.86 0.77 HLV 1.73 1.73 1.73 1.73 1.73 1.73 1.73 1.73 1.73 1.73 DV 0.93 0.89 0.86 0.82 0.79 0.75 0.71 0.68 0.64 0.57 ZV 1.53 1.46 1.38 1.31 1.23 1.16 1.08 1.01 0.93 0.78 HQV 1.40 1.35 1.29 1.24 1.18 1.13 1.07 1.02 0.96 0.85 HLV 1.92 1.92 1.92 1.92 1.92 1.92 1.92 1.92 1.92 1.92 DV 1.12 1.07 1.03 0.99 0.94 0.90 0.86 0.81 0.77 0.68 ZV 1.84 1.75 1.66 1.57 1.48 1.39 1.30 1.21 1.12 0.94 HQV 1.68 1.61 1.55 1.48 1.42 1.35 1.28 1.22 1.15 1.02 HLV 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.30
Load case DV Vertical downward (compression) force perpendicular to the Baseco seamLoad case ZV Vertical upward (tensile) force perpendicular to the Baseco seam Load case HQV Horizontal (compression or tensile) force transverse to the Baseco seamLoad case HLV Horizontal (compression or tensile) force parallel to the Baseco seam
The above permitted loads include partial safety factors for load γF = 1.5 and for material γM = 1.1
Permitted load on Baseco seam from Baseco seam clip(s)-(kN)Baseco
thickness (mm)Span of Baseco (m)Load
case
0.70
0.80
0.90
1.00
1.20
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Roof Expansion Value
Surface type Temperature(0C) Expansion Movement(mm/LM)
Mill finish/stucco 40~50 1.0
Light color 40-50 1.0
Deep color 70-80 1.5
Typical Fixpoint Instruction
FMAPPROVED
FMAPPROVED
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Typical Roof Liner Profile
Panel Structural Properties :
All Dimensions are in mm
All of the above values are for one meter of panel width.
Fy=345 Mpa, Coating thichness=32μD + L = Dead + Live Load WP = Wind Pressure Load WS = Wind Suction LoadAllowable Deflection D+L= Span / 200 Allowable Deflection For Wind= Span / 150
Gal
vniz
ed Ir
on
S t e
e l
TSD 75 / 254 - Metal Decking
FMAPPROVED
FMAPPROVED
Panel Base Metal
Panel Nominal Thickness (mm)
No. of Spans
Load Case
Span In Meters
1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50
0.50
1
D + L 8.48 5.43 3.77 2.77 2.12 1.68 1.36 1.12 0.94 0.80 0.69
WP 8.48 5.43 3.77 2.77 2.12 1.68 1.36 1.12 0.94 0.80 0.69
WS 8.48 5.43 3.77 2.77 2.12 1.68 1.36 1.12 0.94 0.80 0.69
2
D + L 6.78 5.43 4.03 2.96 2.26 1.79 1.45 1.20 1.01 0.86 0.74
WP 6.78 5.43 4.03 2.96 2.26 1.79 1.45 1.20 1.01 0.86 0.74
WS 6.78 5.43 4.52 3.88 3.39 3.02 2.59 2.14 1.80 1.53 1.32
3
D + L 7.07 5.65 4.71 3.70 2.83 2.24 1.81 1.50 1.26 1.07 0.92
WP 7.07 5.65 4.71 3.70 2.83 2.24 1.81 1.50 1.26 1.07 0.92
WS 7.07 5.65 4.71 4.04 3.53 2.80 2.26 1.87 1.57 1.34 1.16
0.70
1
D + L 24.68 15.80 10.97 8.06 6.17 4.88 3.67 2.76 2.13 1.67 1.34
WP 24.68 15.80 10.97 8.06 6.17 4.88 3.95 3.26 2.74 2.23 1.78
WS 17.02 10.89 7.57 5.56 4.26 3.36 2.72 2.25 1.89 1.61 1.36
2
D + L 17.02 10.89 7.57 5.56 4.26 3.36 2.72 2.25 1.89 1.61 1.39
WP 17.02 10.89 7.57 5.56 4.26 3.36 2.72 2.25 1.89 1.61 1.39
WS 19.74 15.80 11.55 8.48 6.50 5.13 4.16 3.44 2.89 2.46 2.12
3
D + L 20.57 13.62 9.46 6.95 5.32 4.20 3.40 2.81 2.36 2.01 1.74
WP 20.57 13.62 9.46 6.95 5.32 4.20 3.40 2.81 2.36 2.01 1.74
WS 20.57 16.45 11.82 8.69 6.65 5.25 4.26 3.52 2.96 2.52 2.17
0.90
1
D + L 33.81 21.64 15.03 11.04 8.45 6.66 4.85 3.65 2.81 2.21 1.77
WP 33.81 21.64 15.03 11.04 8.45 6.68 5.41 4.47 3.75 2.95 2.36
WS 27.22 17.42 12.10 8.89 6.80 5.38 4.36 3.60 3.02 2.58 2.07
2
D + L 27.22 17.42 12.10 8.89 6.80 5.38 4.36 3.60 3.02 2.58 2.22
WP 27.22 17.42 12.10 8.89 6.80 5.38 4.36 3.60 3.02 2.58 2.22
WS 33.81 21.64 15.03 11.04 8.45 6.68 5.41 4.47 3.76 3.20 2.76
3
D + L 34.02 21.78 15.12 11.11 8.51 6.72 5.44 4.50 3.78 3.22 2.78
WP 34.02 21.78 15.12 11.11 8.51 6.72 5.44 4.50 3.78 3.22 2.78
WS 42.27 27.05 18.79 13.80 10.57 8.35 6.76 5.59 4.70 4.00 3.45
Panel Base Metal
Panel Nominal
Thickness
Covering Width
Nominal Weight
Nominal Area
Ix (Full
Section)
E Top in Compression Bottom in Compression Web Shear
Itx Sx-Top
Sx-Bot
Ma tx Ibx Sx-Top
Sx-Bot
Ma bx Va
(mm) (mm) (kg/m2) (cm2) (cm4) (kN/cm2) (cm4) (cm3) (cm3) (kNm) (cm4) (cm3) (cm3) (kNm) (kN)
Glavnized IronSteel
0.50 762.00 6.28 7.17 55.30 20000.00 47.50 17.21 10.88 2.25 32.10 19.74 5.48 1.13 4.24
0.70 762.00 8.80 10.23 78.90 20000.00 74.60 27.11 15.72 3.25 56.90 28.80 10.30 2.13 12.34
0.90 762.00 11.31 13.29 102.00 20000.00 98.60 36.51 20.46 4.23 86.40 38.02 16.47 3.40 26.38
20
BASECO
Panel Base Metal
Panel Nominal Thickness (mm)
No. of Spans
Load Case
Span In Meters
1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50
0.50
1
D + L 4.61 2.76 1.60 1.00 0.67 0.47 0.34 0.26 0.20 0.16 0.13
WP 4.61 2.95 2.05 1.34 0.90 0.63 0.46 0.35 0.27 0.21 0.17
WS 6.02 3.85 2.46 1.55 1.04 0.73 0.53 0.40 0.31 0.24 0.19
2
D + L 6.02 3.85 2.67 1.96 1.50 1.14 0.83 0.62 0.48 0.38 0.30
WP 6.02 3.85 2.67 1.96 1.50 1.19 0.96 0.80 0.64 0.50 0.40
WS 4.61 2.95 2.05 1.51 1.15 0.91 0.74 0.61 0.51 0.44 0.38
3
D + L 7.20 4.61 3.01 1.89 1.27 0.89 0.65 0.49 0.38 0.30 0.24
WP 7.20 4.61 3.20 2.35 1.69 1.19 0.87 0.65 0.50 0.39 0.32
WS 5.76 3.69 2.56 1.88 1.44 1.14 0.87 0.65 0.50 0.39 0.32
0.70
1
D + L 8.38 4.73 2.73 1.72 1.15 0.81 0.59 0.44 0.34 0.27 0.22
WP 8.38 5.36 3.65 2.30 1.54 1.08 0.79 0.59 0.46 0.36 0.29
WS 8.61 5.51 3.62 2.28 1.53 1.07 0.78 0.59 0.45 0.36 0.28
2
D + L 8.61 5.51 3.83 2.81 2.15 1.70 1.38 1.07 0.82 0.65 0.52
WP 8.61 5.51 3.83 2.81 2.15 1.70 1.38 1.14 0.96 0.82 0.69
WS 8.38 5.36 3.72 2.74 2.09 1.66 1.34 1.11 0.93 0.79 0.68
3
D + L 10.76 6.89 4.78 3.25 2.17 1.53 1.11 0.84 0.64 0.51 0.41
WP 10.76 6.89 4.78 3.51 2.69 2.04 1.48 1.12 0.86 0.68 0.54
WS 10.47 6.70 4.66 3.42 2.62 2.04 1.48 1.12 0.86 0.68 0.54
0.90
1
D + L 11.27 6.34 3.67 2.31 1.55 1.09 0.79 0.60 0.46 0.36 0.29
WP 11.27 7.21 4.89 3.08 2.06 1.45 1.06 0.79 0.61 0.48 0.39
WS 11.19 7.16 4.80 3.02 2.03 1.42 1.04 0.78 0.60 0.47 0.38
2
D + L 11.19 7.16 4.97 3.65 2.80 2.21 1.79 1.43 1.10 0.87 0.70
WP 11.19 7.16 4.97 3.65 2.80 2.21 1.79 1.48 1.24 1.06 0.91
WS 11.27 7.21 5.01 3.68 2.82 2.23 1.80 1.49 1.25 1.07 0.91
3
D + L 13.99 8.95 6.22 4.35 2.92 2.05 1.49 1.12 0.86 0.68 0.54
WP 13.99 8.95 6.22 4.57 3.50 2.73 1.99 1.50 1.15 0.91 0.73
WS 14.09 9.02 6.26 4.60 3.52 2.73 1.99 1.50 1.15 0.91 0.73
Corrugated Single Skin Sheet - TSS 35/205
Panel Structural Properties :
Allowable Uniform Loads (kN/m2):
All of the above values are for one meter of panel width.
Fy=345 Mpa, Coating thichness=32μD + L = Dead + Live Load WP = Wind Pressure Load WS = Wind Suction LoadAllowable Deflection D+L= Span / 200 Allowable Deflection For Wind= Span / 150
A l
u z
i n c
C o
a t
e d
S t
e e
l
Panel Base Metal
Panel Nominal
Thickness
Covering Width
Nominal Weight
Nominal Area
Ix (Full
Section)
E Top in Compression Bottom in Compression Web Shear
Itx Sx-Top
Sx-Bot
Ma tx Ibx Sx-Top
Sx-Bot
Ma bx Va
(mm) (mm) (kg/m) (cm2) (cm4) (kN/cm2) (cm4) (cm3) (cm3) (kNm) (cm4) (cm3) (cm3) (kNm) (kN)
Aluzinc Coated
Steel
0.50 1000.00 4.79 5.42 8.70 20000.00 7.00 2.79 6.93 0.58 8.10 3.64 6.25 0.75 5.07
0.70 1000.00 6.70 7.74 12.40 20000.00 12.00 5.07 10.13 1.05 11.90 5.21 9.36 1.08 12.95
0.90 1000.00 8.62 10.06 16.10 20000.00 16.10 6.82 13.22 1.41 15.80 6.77 12.58 1.40 21.73
21
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BS65 Typical
FMAPPROVED
FMAPPROVED
22
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Bim Design & Site Performance
23
BASECO
24
BASECO
25
BASECO
26
BASECO
Top Decoration Cladding System(By ACP, GRC, GRP & Solar Energy System)
FMAPPROVED
FMAPPROVED
27
BASECO
Roof Accessories to Satisfy Each Function
27
28
BASECO
Roof Skylight
29
BASECO
Roof Skylight
30
BASECO
Aluminum Bull NoseHigh Eave & Gutter Expansion
FMAPPROVED
FMAPPROVED
31
BASECO
Aluminum Bull Nose
32
BASECO
33
BASECO
Roof Hatch
Aluminum Welding
Special location can use alum welding; to avoid leakage, must be sealed by sealant.
34
BASECO
Experts in Steel Structure Design
35
BASECO
Project References
METRO STATIONS ROOF ENVELOPE
36
BASECO
METRO MAINTENANCE FACILITIES
37
BASECO
LAGOONA MALL AT WEST BAY
NEW INTERNATIONAL AIRPORT( WAREHOUSE )
38
BASECO
USA FACTORY BRANCH IN SHANGHAI CHINA
ROOF ENVELOPE SYSTEM BUILDUP OF STANDING SEAM AND GRC TILES
39
BASECO
AL SHAQAB EQUESTRIAN FACILITY
40
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Gable Details
Valley Gutter Details
Roof Vent Pipe Detail
41
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Valley Gutter Details Ridge details
Roof Vent Pipe Detail
42
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Certificate
Certificate of ComplianceThis certificate is issued for the following:
Halter 80, Halter 100, Halter 120, Halter 140, Halter 160, Halter 180, Halter 200, Omega Purlin, Alum Clamp 1, Alum Clamp 1 (no flange), BS65/410, SFS Intec Bulb-Tite Rivet (RV6604-6-4W), SFS Intec SDK3-S-377-
6.0xL, Type 35/205 Deck (4451) and Type 75/254 Deck (4451)
Prepared for:
BASECO International Building Materials LLCDubai Investment Park 1
, Dubayy [Dubai]United Arab Emirates
FM Approvals Class: 4471/4451
Approval Identification: 0003058977 Approval Granted: 2/11/2020
To verify the availability of the Approved product, please refer to www.roofnav.com
Said Approval is subject to satisfactory field performance, continuing Surveillance Audits, and strict conformity to the constructions as shown in RoofNav, an online resource of FM Approvals.
Phillip J. SmithVP - Manager of MaterialsFM Approvals1151 Boston-Providence TurnpikeNorwood, MA 02062
43
BASECO
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(Moscow)
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China(Shanghai)
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