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Incepting strength towards future
Arcedges Building INDIA LLP.
Plot no 4,5,6 & 16,Sabar Industrial Park, Asal, Nr. Shamlaji, Dist. : Bhiloda, Gujarat - 383250
Arcedges Building INDIA LLP
Contact : +91 7878012301 | +91 9427618011
w w w . a r c e d g e s . c o m
Email : [email protected] | [email protected]
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w.a
basa
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.in
ARCEDGES
ARCEDGES
STRUCTURES
HIGH QUALITYPRE-ENGINEERED
Arcedges Building INDIA LLP Manufactures of high quality Pre-engineered building, having facilities of international standards located at Shamlaji. Our projects are carved in such a way to satisfy customer's specic needs. Our pre-engineered metal buildings are tailor-made solutions to customer's needs, the designs are customized to meet client's various specications. These buildings are exible enough to suit different building dimensions; they are easily expandable, can withstand harsh climatic conditions and come with maintenance-free exteriors.
WE ARE
01
Our Pre-engineered buildings are suitable for both, industrial as well as commercial operations such as Warehouses, factories, aircraft hangars, cold storage, workshops, stadiums, supermarkets or any high-rise building. Our Pre-Engineered Metal Building Systems offer modern solutions to all building constructions along with the benets of superior quality, efciency, and durability.
We work in close partnership with our clients to achieve ultimate design efciency. We convert very complex applications into the safest and most secure applications to the utmost critical requirements. Many of our designs and innovations are result of our partnership with our customers to solve their difcult application problems.
We look forward to work with new customers to solve their unique needs. Give us the opportunity to prove our commitment to solve your problems and add value to your process application.
The parent group of ABIL is Dudani Group. The group has earned immense reputation and prole in terms of business and social work. The Group has started its working back in1970’s with the explosives business and since then it never looked back. The group is into explosives, construction, mining equipments, oil & fabricates, Electrical, Marbles, Granite, Natural Stones, Tiles & Sanitary ware business.
Dudani Group had made many notable buildings in Himatnagar under its real estate rm. The group also owns & surgical cotton manufacturing facility at Changodar, Ahmedabad.
The Group is in engineering consultancy since 1990 for the continues quest to achieve brilliance and excellence. Group decided to established a quality centric PEB manufacturing facility.
OUR VISION
To provide next generation metal building and its components to Indian industry which are
of supreme quality, sustainable, energy efcient, cost effective, time saving and betting to
ones need. To leverage our modern infrastructure, technical expertise and decades of
experience to provide high quality and cost effective metal products to our customers. We
are committed to ensure rewarding experience to our customers. Our prot is when our
customer suggest us to someone in need for such solutions.
For us brand is trust. We want to build a brand that every customer trusts, for that we are
ready to serve you with all possible efforts. We desire to accomplish business excellence
through the highest standard of ethics, assuring the best quality product & services,
innovation, productivity and customer satisfaction. We endeavor to have a strong and
enduring relationship with our customers based on quality and service.
OUR MISSION
0302
ACTUAL FACTORY PHOTOGRAPH
WE PROVIDE QUALITY
Arcedges Building (India) LLP are pioneers and leaders and making structures for
Pre Engineered Buildings for Warehouse, Factory Building, Power Plants & Heavy
Fabrications Works.
We are specialize in PEB Plant, Pre Engineered Metal Building System - PEB
Designs, Heavy Fabrication Work / Steel Structures and Erection Works.
The application of Pre-Engineered Building concept to low-rise buildings is very
economical and speedy.
We are committed to produce and provide steel based products and associated
services for customers all over nation. We strive to achieve excellence in the
Quality of manufactured products and the Services provided to Customers. Our
endeavour is to create a working environment where motivated employees
communicate freely and where innovation is encouraged, to enable continual
improvement in all areas. All our employees work together to achieve “Complete
Customer Satisfaction through Total Quality Management”.
Arcedges Pre-engineered BuildingsOur pre-engineered building system is unmatched in its speed and value. Buildings to suit specic needs, are designed,
engineered, manufactured and shipped in less than 8 weeks and at a cost that is as low as 30 percent of the cost of
conventional steel buildings.
From planning to occupancy, nothing
matches Arcedges Steel’s Pre-Engineered
Building System in terms of versatility,
exibility and total value-engineering.
The pre-engineered building system is,
without doubt, one of the fastest
growing building systems in the world.
The advantages that it offers appeal to all
parties involved in the project. After all,
who can resist a building system that
offers speed, quality and value.
Clear Spans Up To 95 Meters Wide And Eave Heights As High As 40 Meters Are Possible.
Applications of pre-engineered buildings
are numerous. Described in few words,
pre-engineered buildings are ideal for
any residential & non-residential low-rise
building.
04 05*Actual factory Photograph
WHYARCEDGES PEB ?
We have equipped ourselves with the best machineries having
international standards and we make world class PEBs that serves the
best quality and cost effectiveness.
Our pre-engineered building system is unmatched in its speed and
value. Buildings, to suit specic needs, are designed, engineered,
manufactured and shipped in less than 8 weeks and at a cost that is as
low as 30 percent of the cost of conventional steel buildings.
We also provide Shot Blasting (Always) SA2.0 for all steel frame for
every project.
3-year warranty for water-leak, 3-year material warranty, and 10-year
structural warranty.
We endeavor to create an environment where innovation is
encouraged and highly motivated employees actively participate in
work and freely express their ideas.
ISO 9001 : 2015 Accredited company.
Full Automatic Production, Fast delivery and short erection duration.
QUALITY PROCEDURE
CONCEPTUAL DESIGN
DRAWINGPROPOSAL
CONTRACTSIGNING
- RAW MATERIAL OF PURCHASE AS PER SPECIFICATIONS
- PLATE JOINING AS PER DESIGN & DRAWINGS
- PLATE SHEARING / CUTTING
- H-BEAM WELDING
- STRAIGHTENING OF FLANGES
- BASE PLATE, CLEATS AND ANGLES FABRICATION
- HOLE PUNCHING OR DRILLING IN FLANGE AND CLEATS
- FINAL WELDING & FINISHING OF THE MEMBERS
- INSPECTION & QUALITY CHECK
- SHOT BLASTING
- PAINTING
- FINAL INSPECTION & QUALITY CHECK BEFORE DISPATCH
- SECONDARY MEMBERS
- COIL SLITTING
- ROLL FORMING WITH AUTOMATIC PUNCHING
- LOADING THE MATERIAL
- INSPECTION OF LOADED MATERIAL AND FINALIZING PACKING LIST
- DISPATCHED FROM THE PLANT.
0706
QUALITY CHECK
We believe in 'Kaizen' Japanese philosophy of continuous
improvement in all aspects.
MATERIAL PROCUREMENT
IN-HOUSE MATERIAL INSPECTION AND BATCH TESTING
FINAL INSPECTION
AT SITE
* ACCORDING TO RELEVANT CODAL PROVISION
MANUFACTURING
ERECTION SHIPPING
LOADING INSPECTION
RECTIFICATION
SITE HANDOVER TO CLIENT
Primary Framing (Main Frame)
The basic parameters that dene a pre-engineered building are :
Building Width Building Length Building Height Roof Slope
End bay Spacing Interior bay Spacing Design Loads
Structural system are the main load carrying and support members of s pre-engineering building. The shape and size vary
based on application and requirements.
The main frame members are the main load carrying member of a structural system which include columns, endwall posts,
rafters and other main support members.
All structure steel sections and welded plate members shall be designed in accordance with the applicable section, relating to
design requirements and allowable stresses, of the latest edition of the American institute of Steel Construction Specication
for the design, Fabrication and Erection of the Structural Steel for Buildings.
Towards FutureARCEDGES
Tapered Column Clear Span (TCCS) Multi Gable (MG) I / II
Multi Span I Clear Span with Crane
Multi Span II Mono Slope
0908
200 mm 200 mm
FINISHEDFLOORLEVEL
RAFTER
RIDGE LINE
ROOFSHEETING
EAVE STRUTPURLIN
EAVE STRUT
WALLSHEETING
BUILDING WIDTH
EAV
E H
EIG
HT
10X
COLUMN
PURLIN SPACING(TYPICAL)
GIRT
EAV
E H
EIG
HT
Ancillary service areas required
EAV
E H
EIG
HT
EAV
E H
EIG
HT
EAV
E H
EIG
HT
EAV
E H
EIG
HT
EAV
E H
EIG
HT
Multi Span III Lean - To
Multi Span I with Crane & Mezzanine
Buildings With Mezzanines
Standard Mezzanine Floor System consist of galvanized proled steel deck, joists, beams and intermediate support columns.
Main beam can span in lateral directions and joints in longitudinal directions.
Mezzanine Beams
Mezzanine Deck Panel
Endw
all
Stee
l Lin
e
MezzanineColumns
FramedOpening
Rigid Frame Column
Endwall Column
B
A
Endw
all
Stee
l Lin
e
Sidewall Steel Line
CSidewall Steel Line Mezzanine Joists
R.F. @ End
P & B @ End
1 2 63 4 5
Finished Floor Level
(Buil Up Section)
Mezzanine Column
Sidew
all
Stee
l Lin
e
(Buil Up Section) Sidew
all
Stee
l Lin
e
Rigid Frame
Rigid Frame Reinforced Concrete Slab
Mezzanine BeamMezzanine Joist
Column
Rafter
Mezzanine Deck Panel
A B C
Mezzanine Plan
Mezzanine Cross Section
1110
Towards FutureARCEDGES
Staircase Details
Mid-landing Post
Stringer
Mezzanine
Sta
irca
se W
idth
Level
Tread (Typ)
Stringer Tread (Typ)
Mid-landing Platform
Mid
-la
ndin
g B
ea
m
Mid
-la
ndin
g B
ea
m
Stringer
Staircase Length
Stringer
Up
Rod Bracing
Elevation: Single Flight Staircase with Mid-landing
Single Flight Staircase
Double Flight Staircase
Length of Lower Staircase
Stringer
Finished Floor Level
Mid-landing Width
Landing PostTread
Expansion Bolts
(Typ.)
Mid
-land
ing H
eight
Expansion Bolts
Length of Upper Staircase
500
Mid-landingBeams
500
Handrail
HandrailMezzanineReinforcedConcrete Slab
Mezzanine
Handrail
Stringer
Beam
Handrail( )NS/FS
(NS/FS)
( )NS/FS
Toe Plate
Sta
irca
se H
eig
ht
Mid-landing Platform
Stringer20
0
30
0
Mid-landing Post
Va
ries Be
am
Mid-landing PlatformMid-landing Post
30
0
Tread
MezzanineUp
Stringer
Stringer
TreadStringer
Level
Mid
-la
ndin
g
Rod Bracing
(Typ)
Tota
l Sta
irca
se W
idth
Sta
irca
se W
idth
Sta
irca
se W
idth
Mid
-la
ndin
g B
eam
Mid
-la
ndin
g B
eam
Elevation: Double Flight Staircase with Mid-landing
Plan: Single Flight Staircase with Mid-landing
Plan: Single Flight Staircase with Mid-landing
Jack Beam
ISOMETRIC: Jack Beam at Sidewall
ISOMETRIC: Jack Beam at Interior Column Location
Finished Floor Level
Expansion BoltsExpansion Bolts
Mid-landing Width
Staircase Length
Mid-landing Beams
Mid-landing Post
Mezzanine
Concrete
Beam
Mid
-la
ndin
g H
eig
htSt
air
case
Hei
ght
MezzanineReinforced
Stringer
Handrail
Handrail
Toe Plate
Handrail
Stringer
Tread(Typ)
(Ns/fs)
(Ns/fs)
(Ns/fs)
Slab
Rigid Frame Column
Rigid Frame RafterEave Strut
Purlin
Purlin
Rigid Frame Rafter
Eave Strut
Rigid Frame Column
Jack Beam
1312
Supporting Rafter
Jack Beam
Types of Fascia Canopy Details
Typical Sidewall Section forFlush Fascia
Typical Endwall SectionFlush Fascia
for
Inside FoamClosure
Roof Panel
Fascia BracketFixed To Rigid Frame ColumnW/ High Strength Bolts
Top Plate
Back-up Panel
Cap FlashingTop Girt
Girt Clip
Valley Gutter
Sidewall Panel
SidewallGirt
SidewallSteel Line
Rigid FrameColumn
Eave Strut
Rigid Frame Rafter
Purlin
Endwall
TopPlate
Top Girt
GableAngle
EndwallPanel
EndwallGirt
Girt Clip
Steel Line
Endwall Post
Endwall Rafter
Cap Flashing
Back-up Panel
CounterFlashing
Roof Panel
Gable Angle
Spanner
Purlin
Typical Sidewall Section Typical Endwall Section
Varies
200600
Cap FlashingTop Girt
Back-upGirt
FasciaPanel
BottomGirt
Fascia Bracket
Backup Panel
Valley Gutter Roof Panel
Rigid FrameRafter
Rigid FrameColumn
Bracket
Edge Trim
Outside Foam Closure
SidewallSteel Line
Varies
200600
Cap FlashingTop Girt
FasciaBracket
Backup Panel
Back-upGirt
FasciaPanel
BottomGirt
High StrengthBolt
SidewallSteel Line
Edge Trim
Outside FoamClosure
Roof PanelGable Trim
Flowable MasticFlashing
Radius=50
0
Radius=50
0
Typical Sidewall SectionFlushed Fascia with Box Gutter
Typical Endwall SectionFlushed Fascia with Box Gutter
Masonry NailsRoof Panel
Rigid FrameColumn
Purlin
Rigid Frame Rafter
Eave StrutBlockwall
Masonry Nails
Flowable Mastic
Closure Trim
Valley Gutter Inside FoamClosure
Rigid FrameRafter
Closure Trim
Counter Flashing
Flowable Mastic
Roof Panel
Purlin
Blockwall
Typical Sidewall Section Typical Endwall Section
Varies
200600
Cap FlashingTop Girt
Back-upGirt
Fascia Panel
BottomGirt
Sill Trim
Soft Panel(Optional)
SoftEdge Trim Sidewall
Steel Line
Outside Foam ClosureBracket
Rigid FrameColumn
Rigid Frame Rafter
Roof PanelInside Foam Closure
ValleyGutter
Fascia Bracket
Backup Panel
EndwallSteel Line
Varies
200600
FasciaBracket
Cap FlashingTop Girt
OutsideFoamClosure
Back-upGirt
FasciaPanel
BottomGirt
Sill Trim
Soft Panel
SoftEdge Trim
Endwall Post
Outside FoamClosure
High Strength Bolt
Roof PanelGable Trim
Flowable MasticFlashing
Backup Panel
Section: Bottom Curved Fascia with Valley GutterFlush Fascias with Eave Gutter
FLUSHED FASCIA OR PARAPET FASCIASection : Vertical Fascia with Valley Gutter,
Back Panel & Soft
Rigid Frame Column
Rigid Frame Rafter
Purlin
Roof Panel
Sheeting Angle
Bead Mastic
R=500
100 100-600
Sidewall Girt
Drip Trim
Blockwall
Curved EavePanel
2000 M
AX
(Roof Extension)
Soft Trim
ClosureOutside Foam
Rigid Frame
Wall Panel
Roof Panel
Roof ExtensionBracket
Building Width
Roof Extension
Roof Extension RafterPanel
Canopy Trim
Inside Foam Closure
PurlinsSoft
Eave Gutter
Canopy Trim
Inside Foam Closure
(Roof Extension)
ClosureOutside Foam
Rigid Frame
Eave Trim
Wall Panel
Roof Panel
Roof ExtensionBracket
Building Width
Roof ExtensionPurlins
Roof Extension Rafter
Eave Gutter
Column
Sheeting Angle
Cle
ar
HT
Roof Panel
Canopy Rafter
Wall Panel
Inside Foam Closure
FlashingOutside Foam Closure
Eave Gutter
Drip Trim
150
Canopy
Eq. Spaced
Column
Sheeting Angle
Cle
ar
HT
Roof Panel
Canopy Curved Panel
Canopy Clip
Drip TrimCanopy Rafter
Wall Panel
Inside Foam Closure
FlashingOutside Foam Closure
342
150
Canopy
Eq. Spaced
Column
Soft
Cle
ar
HT
Sheeting AngleRoof Panel
Canopy Curved Panel
Canopy Clip
Drip TrimCanopy Rafter
Wall Panel
Flashing
Inside Foam Closure
Outside Foam Closure
Soft Trim
342
150
Canopy
Eq. Spaced
Isometric : Curved Eaves
Canopy with Curved Eaves with Bottom Soft
Section : Curved Eave
Canopy with Curved Eaves without Soft
Canopy with Gutter & Downtake without Soft Roof Extension at Eave (with Soft)
Roof Extension at Eave (without Soft)
1514
Fascias and CanopiesARCDEGES provides fascias specially designed to your requirements. These can be either vertical,
horizontal or with curved sheeting to enhance the architectural look of your building. Wall canopies
at eaves, endwall, over doors and windows are also available.
Crane Beams
Top Running Crane Along Building Length
Underhung Crane Jib Crane and Monorail Crane
Finished Floor Level
Eave
Hei
ght
Varies
Hoist
Crane Bridge
Crane Width
Ma
xim
um H
ook
Hei
ght
Hei
ght
of
Cra
ne B
eam
Crane Beam
Building Span
Varies
Finished Floor Level
Monorail Beam
Hei
ght
Jib Crane
Ma
x. H
ook
Cra
ne B
rack
et H
eig
ht
Eave
Heig
ht
Building Span
Rigid Frame Rafter
Monorail Crane
Hoist
Varies
FrameColumn
Rigid
Monorail Crane
Jib CraneFinished Floor Level
Crane Span To of Rails
Building SpanVaries
Eave
Hei
ght
Rigid Frame Rafter
RigidFrameColumn
Hoist Crane Bridge
Cra
ne B
rack
et H
eig
ht
Ma
xim
um H
ook
Hei
ght
Varies
1716
Towards FutureARCEDGES
Crane Bracketor corbels Crane Bracket
or corbels
Secondary Framing (Z And C Sections)
Purlins, girts and eave struts are cold formed steel members which have a minimum yield strength of 345 MPa
(50,000 psi) and will conform to the physical specications of ASTM 572 (Grade 50) or ASTM A653 (Grade 50) or
equivalent.
Purlins and girts are roll formed Z sections, 200 mm deep with 64 mm anges
shall have a 16 mm stiffening lip formed at 45˚ to the ange. They are
supported on columns, rafters or building walls. They can be lapped and
nested at the supports which creates a continuous beam conguration. They
are placed on the roof and perimeter of the building. Hence they serve as a
support to the roof sheeting and wall cladding.
200m
m
74mm
Typical “Z” Section
20
0m
m
85mmTypical “C” Section
C-Sections are 200 mm deep with a 100 mm ange. The anges are
perpendicular to the web and have a 24 mm stiffening lip.
Eave struts are 200 mm deep with a 104 mm wide top ange, a 118 mm wide
bottom ange, both are formed parallel to the roof slope. Each ange has a 24
mm stiffener lip. These are located along the sidewall; at the intersection of
the planes of the roof and wall. It is constructed from cold formed C-Section
and is rolled to suit the roof slope. This member transmits longitudinal wind
force on the end walls from roof brace rods to wall brace rods.
These are long span load carrying trusses suitable for direct support of oors
and roof decks in the buildings. The system consists of crimped angles welded
to the top and bottom chords.
Cable bracing is made of extra high strength seven strand cable and can be
designed to accommodate any length to ensure the stability of the building
against forces in the longitudinal and lateral direction due to wind, cranes and
earthquakes. It is made of a cable which is forged into a rod terminal and this
arrangement is then xed on a structure using a hill side washer, nut washer
and a nut.
This member is designed to ensure the stability of building against forces in
the longitudinal and lateral direction due to wind, cranes, and earthquakes. It
is made of round bar which is forged into a rod terminal and this arrangement
is then xed on a structure using a hill side washer, nut washer and nut.
Angle bracing shall have a minimum yield strength of 250MPa(36,000 psi)
and will conform to the physical specication of ASTM A-36 or equivalent.
PURLINS & GIRTS
C SECTION
EAVE STRUT
OPEN WEB JOISTS
CABLE BRACING
ROD BRACING
ANGLE BRACING
1918
20
0m
m
100mm
TYPE EFFECT WIDTH FEEDING WIDTH THICKNESS SECTION INERTIA SECTION RESISTANC
YX 13-1863.-1100 1100mm 1220mm 0.3-0.8mm5.18(0.5mm)
6.76(0.6mm)
2.68(0.5mm)
3.62(0.6mm)
TYPE EFFECT WIDTH FEEDING WIDTH THICKNESS SECTION INERTIA SECTION RESISTANC
YX 25-209-1045 1045mm 1220mm 0.3-0.8mm9.18(0.5mm)
10.76(0.6mm)
4.68(0.5mm)
5.62(0.6mm)
Cladding System
Arcdeges standard steel panels are 0.5 mm or 0.6 mm thick and have a minimum yield strength of 345 MPa. Steel panels
are hot dipped and galvanized with zinc or zin caluminium coating. Galvanized materials conform to G90 for 275 grams
per square metre according to ASTM A653. Zinc-Aluminium coated materials conform to AZ150 according to ASTM A792.
Arcdeges panels are prepared with a multilayered coating system to ensure long life and optimum coating adherence. The
base material is pretreated, before applying a corrosion resistant primer and top coat. The combined thickness of the
painted lm is 25 microns on the front side and 12 microns on the reverse side.
Arcdeges Roof prole is strong and cost effective and was developed
specically for roong applications. The bearing leg design permits easier
installation and maintenance, supports thicker layers of insulation and allows
easier curvature for a visually appealing nish.
Coverage Area : 1045 mm
Rib Depth : 32 mm
ARCDEGES RIB / ROOF
ARCDEGES ROOF & ARCDEGES WALL
2120
Arcdeges Wall is a cost effective, partially concealed fastener panel with a
sculptured valley shape between the major ribs for a superior architectural
look for external walls.
Coverage Area : 1100 mm
Rib Depth : 26 mm
ARCDEGES WALL
1100
13
183.3
1045
209
25
2322
Insulated Panels
Inside Foam Closure
Wall Exteriror Panel
Wall Insulation
Downspout
Gutter Strap
Eave Gutter
Eave Trim
Eave Strut
Side Wall Girt
Roof Exterior Panel
Roof Insulation
Purlin
Outside FoamClosure
Inside Foam Closure
Wall Exteriror Panel
Sub-girt
Wall Insulation
Downspout
Gutter Strap
Eave Gutter
Eave Trim
Wall Interior Panel
Eave Strut
Side Wall Girt
Roof Exterior Panel
Roof Insulation
Roof Interior Panel
Purlin
Sub-purlin
Outside FoamClosure
ROOF AND WALL DOUBLE SKIN WITH INSULATION BY USING SUB-GIRT/PURLIN
ROOF AND WALL SINGLE SKIN WITH INSULATION
Roof Monitor Ridge Vents Turbo Vents Skylights S-Type Louvers | Gutter | Downtake| | | |
ACCESSORIES
ROOF MONITOR TURBOVENT FIXING DETAIL
S-TYPE LOUVER DETAIL
BladesFixed Louver
Screen
Lou
ver
Hei
ght
B
A
Louver Width
Elevation : Louver Exterior
Fixed Louver Blades
Self Drilling FastenerSl2-4.8 X 20
Wall Panel
Louver Width
120
At 300mm O.C
Steel Line
Section-A
Lou
ver
Hei
ght
Self DrillingFastener
Louver Header Trim
Accessory Gir
Wall Panel
Steel Line
Fixed LouverBlade (typ)
Girt
RIDGEVENT SYSTEM
Bird Scre
en
End Plate
End Fla
shing
LengthEnd
Flashin
g
A
Top PlateW
ind Band
Throat Flashing
ThroatOpening
Top Plate
Wind Band
Th Roat Flashing
Bird Screen Rain InHot Air Out
Rain Water OutRain Water Out
Spaced At 1500 M
m
The Downsp
out and Shoe
Located and Fixed At
Downspout S
trap
Downspout E
lbow
*
Wall Panel
Downspout S
trap
*(All Around
)
MasticFlowable
RivetPop
Gutter
Gutter / Downspout Fixing To Wallpanel Using Strap SKY LIGHTS AND WALL LIGHTS
Roof Panel
Roof Panel
Standard
Skylig
ht Pa
nel L
ength
Roof Purlin (Typ)
Skylight
R=500
425
Rigid Frame
Bird Screen
Drip Trim
Roof Monitor Width
425
Rafter
O.W
.2
Roof
Mon
itor
Hei
ght
Curved PanelClip (typ)
Roof Monitor
Roof MonitorPurlin
Roof Monitor Ridge PanelRoof Monitor Rafter
Roof Purlin
Self DrillingFastener
Roof Panel
RoofMonitor Post
Sheeting
10X(slope)
Roof Monitor
Angle
300Opening Width 300
Panel
(O.W.)
(min
.)
O.W.2(min.)
O.W
.2
(min
.)
100
100100Self Drilling
Bead Mastic
Roof Panel
Purlin
Fastener
Purlinr SpacingSheeting Angle
100
Material Specication
Roof and Wall Panels are roll-formed from 0.5 mm(nominal)thick cold-rolled
steel coated with an Aluminum - Zinc alloy (Zinvalume). The material
conforms to ASTM A 792M SS Grade 340 Class2, with metallic coating
AZM150(or equivalent), having a minimum yield strength of 340 MPa
(50ksi). The coating is achieved through a hot-dip process, which is 55%
Aluminum 1.6% silicon by weight and the balance is Zinc.
Roof & Wall Panels
Roof and Wall Panels are mill painted(Pre-Painted). Paint lm thickness shall
be 25 microns of (weather) face and interior face.
ARCDGES Steel has two Types of paint systems. They are (ASP & APF):icon by
weight and the balance is Zinc.
Arcdeges Standard Colors
Cactus Green (CG) Royal Blue (RB)
Arabian Beige (AB)Frost White (FW)
The structural steel has traditionally been fabricated onsite mainly due to lack of infrastructure for transporting
heavy sections from an off-site workshop to project site. Moreover, there is often insufcient space at a site to set
up a fabrication workshop and skilled labor Is available at a premium. These issues can always be mitigated by
workshop made steel structures which are provide to be more efcient in terms of quality and timelines. This
helps to reduce the time and cost of execution, and is expected to fuel the demand for steel structures in future.
The speed of execution is critical factor for any large industrial or infrastructure project & is a driver for shift
towards the factory made fabrication. The projects that took longer period to complete a few years ago are being
executed in much lesser time thereby resulting in consideration will propel the industry towards factory made
steel structures and owners and consultants will realize the advantages in terms of uniformity of nish and better
quality, as steel producers align their rolling section as per the design needs.
Our Services
2524
Towards FutureARCEDGES
*Any optional Ral colour available on request
List of Projects
- Vestas blades manufacturing plant in Ahmedabad.
- Surca India Limited’s Laminate plant in Himatnagar.
- IBIS Ceramics plant in Morbi.
- Shamaliya Food court in Shamlaji.
- Baldi Metals scrap processing unit in Jamnagar.
- Siyaram Impex Brass Ceramic cartridge plant in Jamnagar.
- Strawberry Fresh foods cold storage in Idar.
- Swati switch gears expansion building in Bawla, Ahmedabad.
Our Machinery
Hydraulic DecoilerShot Blasting Machine With 8 Blasting Heads 5-Axis CNC Press Break Machine With Auto Crowning
Shearing Machine
C-Z Interchangeable Machine Double Layer Roll Forming Machine
C-Frame Press Threading Machine
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Plate Joining Machine With 5m WidthOXY-FUEL And Plasma Cutting Machine
H-Beam Welding line with hydraulic straightness
*Actual factory Photograph
Total Plant Area 1,35,000 Sq.Ft
*Actual factory Photograph
Quality Assurance
Our Integrated approach to Quality with-out Question results in real value to all team
members. Here's how:
Schedule control procedures at ABIL are critical in achieving success for the client and ABIL These procedures
establish project safety, cost, schedule and quality plans. During project execution, the status of the project is
periodically evaluated to identify deviations from these plans. Management can then identify the actions or
adjustments that may be necessary to keep the overall project on target.
Our schedules are tracked by comparing actual progress to the baseline control plan. It's basically a balance
between work sequencing and manpower allocation that allows us to accomplish desired work progress.
For Owners:
Value through clear design documents resulting in lower bids, integrated construction quality activities eliminating rework,
earlier completion schedules, tested & veried system and assembly performance eliminating operational issues, and
ultimately reducing operating costs.
For Engineers:
Value through clear design documents reducing requests for information and eliminating change orders, an integrated
punch list process, & reduced efforts on your part to have to review and approve project components.
For Sub-contractors:
Value through clear understanding of quality expectations, a provided means to achieve these through mock-up
construction & testing, streamlined work-ow, and elimination of the end-of-project issues you typically encounter.
For End-Users:
Value through a project that meets your needs without delays or nuisance issues during your rst year of use, positive
impressions of the project and your productive use of the owner's investment.
OUR PROCESS FOR CONTROLLING SCHEDULE IS THE FOLLOWING:
QUALITY WITH-OUT QUESTION
The Value Of Quality
THE CULTURE OF QUALITY
At project initiation, the baseline control schedule is developed. This is the reference
document for planning & is modied only as a result of Owner approved change orders.
The design of the schedule is such that it is realistic & a positive planning tool & facilitates
the roll up of gross details into successively larger categories.1
Weekly working schedules are prepared which are updates of the control schedule to
reect progress to date. During preparation of the weekly work schedule, variations from
the control schedule are accessed & adjustments & actions to steer progress towards the
established milestones are implemented. In all cases, the working schedule is planned to
keep the project as close to the control schedule as possible.
2
Pre-engineered building. The baseline control schedule is revised when change orders
that affect schedule are received.3The end result achieves, on time delivery and on time project completion which is the
ultimate goal for quality. 42928
The commitment to quality on ABIL projects stands equally as high. All ABIL employees and tradespeople are provided the
training and tools to produce the best possible results on every project. More than a program, ours is an approach focused
on identifying and eliminating potential issues together, so the quality standards achieved on each and every ABIL project
are truly quality with-out question.
At ABIL, "quality" is not a single activity, rather a series of many linked activities integrated into our day-to-day industrial
construction & project management process. These are probatively planned, performed & tracked from the earliest stages
of a project during preconstruction, through construction & past nal completion. With quality activities taking place
throughout our process, we are better able to focus on building the project right the rst time, not adding layers of
departments & management.
ARCEDGES
