Metal Roofings & Building Envelopes - TSSC Group...Metal Roofings & Building Envelopes Building Architectural Masterpieces. 2 B A S EC O Sharing a relentless commitment to efficiency

BASECO

Metal Roofings & Building Envelopes

Building Architectural Masterpieces

2

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

3

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

FMAPPROVED

4

BASECO

Technical Perfection in Roll-Forming

5

BASECO

6

BASECO

7

BASECO

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

FMAPPROVED

FMAPPROVED

7

8

BASECO

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

FMAPPROVED

FMAPPROVED

9

BASECO

Profile Dimensions

(BS65/310)

(BS65/410)

(BS65/435)

FMAPPROVED

FMAPPROVED

(BS65/410)

(BS65/435)

(BS65/310)

310

410

435

65

65

65

10

BASECO

FMAPPROVED

FMAPPROVED

11

BASECO

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 :



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

FMAPPROVED

12

BASECO

thickness (mm)

thickness (mm)

Imposed load for deflection limit of L/200

General notes :


Permissible Span table for Baseco Standing Seam 65/435 for imposed and wind load in m


0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80


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


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

12

13

BASECO

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


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


Sheetthickness

DeadLoad

Momentof inertia

Fieldmoment

Endsupportreaction


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

14

BASECO


Sheetthickness

DeadLoad

Momentof inertia

Fieldmoment

Endsupportreaction


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


Sheetthickness

Momentof inertia

Fieldmoment

Endsupportreaction


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


Sheetthickness

Momentof inertia

Fieldmoment

Endsupportreaction


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

15

BASECO

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:


lgr / m 2.10 2.80 3.30 3.75 3.75



lgr / m 1.8 2.35 2.65 2.65 2.65




lgr / m 2.20 2.90 3.35 3.75 3.75



lgr / m 1.8 2.35 2.65 2.65 2.65




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.

16

BASECO

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

17

BASECO

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

18

BASECO

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

19

BASECO

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

BASECO

BS65 Typical

FMAPPROVED

FMAPPROVED

22

BASECO

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

BASECO

Gable Details

Valley Gutter Details

Roof Vent Pipe Detail

41

BASECO

Valley Gutter Details Ridge details

Roof Vent Pipe Detail

42

BASECO

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

Russia(Kaliningrad)

Nobody Covers You As Well As We Do

(Moscow)

BASECO

China(Shanghai)

www.tsscgroup.com | www. basecobuildings.comemail: [email protected] | [email protected]

Contact Us:

Metal Roofings & Building Envelopes

BASECO

Documents

Metal Roofings & Building Envelopes - TSSC Group...Metal Roofings & Building Envelopes Building Architectural Masterpieces. 2 B A S EC O Sharing a relentless commitment to efficiency