TM

Connec�ons detailsSteel Connec�ons details

Alfa fixing detail: The accessories are added as per design requirement

Shear Studs

Universal Beam

SMARTDEK 51 profileR

EdgeFrom

Steel Bracket

Universal Beam

SMARTDEK 51 profileR

Shear Studs

End details-flush type: standard end closure detail adopted for steel frame structure

EdgeFrom

Steel Bracket

Universal Beam

SMARTDEK 51 profileR

End details-op�on 1:details adopted for can�lever end projec�ons

As Required

Stud on BeamCenterline

Can�leverLength

EdgeFrom

Steel Bracket

Universal Beam

SMARTDEK 51 profileR

End details-op�on 1: Alternate details for structures where projec�ons are necessary

As Required

Can�leverLength

Shear Stud

Shear Stud

Universal Beam

SMARTDEK 51 profileR

Branch offices :

Kochi48/1775, Geethanjali JunctionNear Vyttila, Cochin - 682 019

Chennai # 7, 1st Floor, Alsa Mall, No.149, Montieth Road, Egmore, Chennai - 600008.

Hyderabad 18305 D, Minister Road,Secunderabad - 500 003.

email:�sales@asbs.in

Toll-free�No:�1800�103�9242

Pune/Maharashtra - Unit 3Steel Purlin/Steel Decking/Steel Roofing Production LineGat No.262, Alandi Phata, Opp. Hotel Gandharva, Nanekarwadi, Chakan, Pune- 410501

Bengaluru/Karnataka - Unit 2Steel Rofing Production Line65/9-10, N.R. Road Bengaluru - 560 027

Hosur/Tamilnadu - Unit 1PEB/Continuous Sandwich Puf Panel Production LineSurvey no.162,163,164/2,&167,Kalukondapalli Village,Thally Road, Hosur - 635114.

Harohalli/Karnataka - Unit 4Clean Room Wall AndCeiling Panel/Cold Storage/Clean Rooms Doors & Steel Doors Production linePlot NO. 345, Harohalli II Phase Ind. Area, Harohalli Kanakapura Taluk, Ramanagar Dist, PIN - 562112.

Ahmedabad/Gujarat Unit 5All Types of Continuous Sandwich Puf Panel Production Line.Survey NO. 192, Paikki khata No 254 and survey No 212 Paikki 2village chancharvadi, Taluka: Sanand, District: Ahmedabad - 382213

Bengaluru Marketing office 43/41, Nanjappa LayoutStonarts. D Buildings, 3rd Floor,Audugodi, BengaluruKarnataka 560 030

Ph:�080-67451500/511/512/513�

Temporary support details(if required) :Alfaprofile spans longer than conven�onalsystem where possibility of temporary support is less.

Bu� joint details: standard joint details for con�nuous cas�ng of slab

Temporary Prop

SMARTDEK 51 profileR

Wooden Support

Universal Beam

Corner details: the ends are closed to make sure the concreteslurry takes the required shape quickly

Reinforcement Bar

EdgeFrom

Steel Bracket

Shear Stud

SMARTDEK 51 profileR

Concrete Connec�on details:

Fromwork

S�rrups

Edge From

Reinforcement Bar

SMARTDEK 51 profileR

Concrete fixing details: The cas�ng of beam & slab is done simultaneously. This saves �me and brings economy.

Fire Details:

SMARTDEK 51 profileR

Universal Beam

Mesh

Addi�onal Fire Reinforcement (Ast*)

Ln Nega�ve Reinforcement (Ast*)

0.3Ln

SMARTDEK 51 profileR

Universal Beam

Mesh

Addi�onal Fire Reinforcement (Ast*)

Ln Nega�ve Reinforcement (Ast*)

0.3Ln

www.alfaroofingsolutions.comwww.cleanroomsolutions.co.inwww.alfasteeldoor.com

FLOOR DECCIKING SHEET FIXING METHED

75/305mm DECKING PROFILE

Load and Geometrical Data - Deek Prole 305/915 - 75 reb

305/915 prole steel panel/250 Mpa

0.80 0.77

1.80 0.97

1.80 1.17

7.66 9.76

9.57 12.19

11.97 15.25

37.80 100.90

38.12 126.10

38.28 157.70

4.004 3.983

4.993 4.962

6.230 6.179

Panel

thickness

Design

thickness

Moment carryingcapacity (kN.m/m)

fy =E =

252.00E+08

Kn/cm2KN/M2

Maximum span (double span) (in meters))

Panel

thickness

Prole

WeightSectional area Concrete slab depth above prole

mm kg/m2 cm2 100mm 150mm 200mm 205mm

mm mm kg/m2 cm2 mm cm4

0.80

1.00

1.20

7.66

9.57

11.97

9.76

12.19

15.25

2.90

3.30

3.70

2.50

2.80

3.20

2.30

2.50

2.80

2.000

2.300

2.600

Trapezoidal Metal Profile sheets with strong and reliable shear bond performance which is augmented

by cross embossing located in the profile . The composite floor profile offers the ultimate in the light

weight steel decking which reduced concrete usage to provide a cost effective and alternative floor

solution that easy to install.

l High Rise Buildings

l Multiplexes / Commercial Buildings

l Power Plant Buildings

l Office Buildings

l Mezzanine Floors in Industrial Buildings &

Warehouses

l Steel deck for mezanine floors

l 0.8mm/ 1mm/ 1.2mm

l Cold Rolled (CR) l Galvanised l Both side primer coated (Galvanised)

l Pre coated galvanised under side giving durable and attractive appearance and minimum future

maintenance.

Base Metal High tensile structural grade steel

Coating Mass 120, 180 & 275 GSM

Coating Standard IS : 277

Yield Strength 240 MPA

Premier Coating Minimum 10 Microns

Colour coating Premier 10 Microns

Bottom 25 Micron

The floor is constituted by a profiled sheet onto which a layer of concrete is poured. The sheet is bonded to

the concrete by means of mouldings on the sheet which stop the concrete from slipping horizontally and

detaching vertically. When the concrete is poured and until it has reached an appropriate level of hardening

(Stage 1 ), the weights of the concrete, personnel working and equipment used in borne by the sheet alone.

Once the concrete has hardened (Stage 2) the sheet and the concrete form a unified bond with all the

characteristics of traditional reinforced concrete, Where the sheet, after having performed the function of

framework. acts as a metal reinforcement. Appropriate crop ends must be provided to absorb the negative

moments.

305/915 prole steel panel/345 Mpa

0.80 0.77

1.00 0.97

1.20 1.17

7.66 9.76

9.57 12.19

11.97 15.25

37.80 100.90

38.12 126.10

38.28 157.70

5.525 5.496

6.891 6.848

8.597 8.528

Panel

thickness

Design

thickness

Moment carryingcapacity (kN.m/m)

mm mm kg/m2 cm2 mm cm4

Kn/cm2fy = 34.5E = 2.00E+08 KN/M2

Maximum span (double span) (in meters))

Panel

thickness

Prole

WeightSectional area Concrete slab depth above prole

mm kg/m2 cm2 100mm 150mm 200mm 205mm

0.80

1.00

1.20

7.66

9.57

11.97

9.76

12.19

15.25

3.60

3.90

4.30

3.00

3.30

3.70

2.70

3.00

3.30

2.400

2.700

3.000

50/235mm DECKING PROFILE

305.00

75.00

915.00