Transcript Smith Structures (India) Pvt. Ltd.

Corporate Profile
Manufacturer of Quality Pre – Engineered Buildings
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Factory : -
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Smith Structures (India) Private Limited Has been promoted by Panchal Group. Panchal group of
companies are pioneers and leaders and making structures for power plants, heavy fabrications and coal
handling systems.
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Smith Structures (India) Private Limited is specialize in Pre – Engineered Metal Building System (PEB)
designs, fabrication and erection works. Highly skilled engineering teams with international software
carry out design and detailing works. Design department having good experience and expertise in steel
buildings using fully optimized techniques keeping up with computed aided design & drafting facilities
using the Indian & International design codes & specifications of PEB.
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Smith Structures (India) Private Limited The 1st PEB Plant in Whole Kutch & Saurashtra District. Smith
Structures (India) Private Limited started its journey in India having state of art manufacturing facility
plant in Gandhidham (Kutch) Gujarat (India) having initial capacity of 30000 MT per annum.
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Smith Structures (India) Private Limited with full-fledged infrastructure facilities strives for excellence
in providing cost effective, efficient designs & engineering with 100% accuracy and Zero error towards
utmost satisfaction of customer. High End Imported machines from latest technology from USA have
carried out all the work.
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Smith Structures Pre – Engineered Buildings are tailor –
made solutions to a customer’s need and are custom –
designed to meet exact requirements. These buildings are
flexible enough to suite different building dimensions; they
are easily expandable, can withstand harsh climatic
conditions and come with maintenance – free exteriors. Pre
– Engineered buildings are suitable for both, industrial and
commercial operations. Warehouses, factories, aircraft
hangers, multy story buildings, cold storages, workshops,
sports hall, supermarkets or any high – rise buildings.
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The term “Pre-Engineered Steel Buildings” is not well known to the
engineering groups who traditionally design their buildings with
conventional structural steel using standard hot rolled sections from product
manufacturers. The comparison below is intended to introduce and inform
engineering design groups of the pre-engineered steel building concept, its
high versatility and practicality, and its disadvantages to Designers and
Contractors. The pre-engineered steel building concept is widely used in the
India, as well as in many of the industrialized countries. It consists of a
complete steel-framed building system, with components pre-designed to fit
together in a vast variety of combinations to meet the unique requirements
of specific end uses. Sub-Systems include anchor bolts, structural framing,
insulation, roof and wall cladding, mezzanines or floor including steel floor
decking, windows, doors, ventilation systems, canopies, overhangs and
fascias. Pre-engineered steel buildings can be used for permanent
installations from around 400 square feet (36 square meters) upwards, for
one story and two-story construction.
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Smith Structures (India) Private Limited, located in Gandhidham (Kutch – District)
Gujarat, INDIA. Having production capacity of 30000 MT per annum. With High end
fully automatic CNC machines.
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Several major Contractors and Designers who previously used conventional design
exclusively adopted the pre-engineered steel buildings formula and the savings have
proven to be extremely high.
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At Smith Structures (India) Private Limited, we design and we manufacture our
steel buildings.
1) Design Criteria
AISC / MBMA / AWS
2) Design
Quick and efficient since standardization of preengineered steel buildings has significantly
reduced design time. Basic designs are used
over Specialized computer analysis and design
programs reduce design time and optimize
material required. Drafting is also computerized
with minimal manual drawings. Design, detail
drawings and erection drawings are supplied
free of charge by the manufacturer. Approval
drawings may be prepared within ten days to 3
weeks. Consultant in-house design and drafting
design is significantly reduced, allowing more
time for coordination and review, and
increasing margins in design fee savings.
1) Design Criteria
AISC/ AWS/ JIS/ DIN/ BS
2) Design
Each conventional steel structure is
designed from scratch by the consultant,
with fewer design aids available to the
Engineer. Maximum engineering required
on every project. Generalized computer
analysis programs require extensive
input/output and design iterations. Drafting
is manual or only partially automated.Much
Consultant time and expense is devoted to
design and drafting, as well as coordination
and review.
3) Weight
About 30% lighter through the efficient use of
steel. Primary framing members are designed
with tapered built-up plate sections with the
most steel in the areas of highest stress, using
high strength steel. Secondary members are
light gage cold formed “Z” or “C” shaped
members. Members are roll-formed for
minimum weight and labor cost.
4) Base Material
Rigid Building pre-engineered steel buildings
system uses almost all steel to meet 50,000 P.S.l.
minimum yield including the cladding.
5) Foundation
Simple design, easy to construct and lightweight.
6) Accessories (Windows, Doors, Ventilation)
Designed to fit the system, with standardized,
interchangeable parts, including pre-designed
flashing and trims.Mass produced for economy. All
available with the building.
3) Weight
Steel member sizes must be selected from
standard hot rolled sections, which in many
cases are heavier than what is actually
required by design. Members are the same
cross-section along the entire length,
regardless of local stress
magnitude Secondary members are from
standard hot rolled “I” and “C” sections. In
many cases members are heavier than
required, and therefore are not as economical
as cold formed members.
4) Base Material
In most of the cases (90%) Base Material is
36,000 P.S.I. minimum yield.
5) Foundation
Extensive heavy foundation required.
6) Accessories (Windows, Doors, Ventilation)
Every project requires special design for
accessories and special sourcing for each.
Flashing and trims must be uniquely designed and
fabricated.
6) Accessories (Windows, Doors,
Ventilation)
Designed to fit the system, with
standardized, interchangeable parts,
including pre-designed flashing and
trims.Mass produced for economy. All
available with the building.
7) Delivery
Approximately 4 - 6 weeks
8) Erection
Easy, fast, step by step. Erection costs and
time are accurately known, based upon
extensive experience with similar buildings.
6) Accessories (Windows, Doors,
Ventilation)
Every project requires special design for
accessories and special sourcing for
each.Flashing and trims must be
uniquely designed and fabricated.
7) Delivery
Average 6 to 8 months.
8) Erection
Slow, extensive field labor required.
Typically 30% more expensive than preengineered steel buildingss
In most of the cases, the erection cost and
time are not estimated accurately.
9) Architecture
9) Architecture
Outstanding architectural design can be
Special architectural design requires
achieved at low cost. Conventional wall and research and high cost.
fascia materials, such as concrete, masonry
and wood, can be utilized.
10) Overall Price
Price per square meter may be as
much as 40% lower than
conventional steel.
11) Sourcing and Coordination
Building is supplied complete with
cladding and all accessories, including
erection if required, all from one source
of supply.
12) Changes
Very flexible, tailor made, accepts
changes and revisions easily. Future
expansion simple, easy and cost
effective. One supplier to coordinate
changes.
10) Overall Price
High price per square meter.
11) Sourcing and Coordination
Many sources of supply. Project
Management time required to coordinate suppliers and sub-contractors.
12) Changes
Changes, revisions and additions can
be difficult due to extensive redesign
and coordination among suppliers and
subcontractors.
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Latest Software For Design & Estimations :
o MBS & STAAD – PRO
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Drafting Facility :
o MBS & AUTOCAD
Result Of Above Facilities:
 Design And Detailing Time Minimum – Offers to customers in 2 TO 4
Days Depending Upon Degree of Complexity
13) Responsibility
Single source of supply results in total
responsibility for one supplier, including
design liability.
13) Responsibility
Multiple responsibilities can result in
questions of who is responsible when
components do not fit properly,
insufficient material is supplied, or
materials fail to perform, particularly at
supplier interfaces. The Consultant
carries total design liability.
14) Performance
14) Performance
All components have been specified and
Components are designed in general for
designed specifically to act together as a
possible use in many alternative
system, for maximum efficiency, precise
configurations. Design and detailing errors
fitup, and performance in the field.The
are possible in assembling diverse
experience with similar buildings in actual
components into unique buildings. Each
field conditions world-wide has resulted in
building design is unique, so prediction of
design improvements over time which allow how components will perform together is
dependable prediction of performance.
uncertain. Materials which have performed
well in some climates may not in other
environments.
Primary
Framing
System
Secondary
Framing System
Roofing &
Cladding
Clear Span
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Available Dimensions:
Bay Spacings : 20ft – 30 ft.
Eave Heights: 10ft – 25 ft.
Spans : 10ft. – 50 ft.
Multy Span
• Available Dimensions:
• Bay Spacings : 20ft – 30 ft.
• Eave Heights: 10ft – 25 ft.
• Spans : 80ft. – 300 ft.
Lean To
Available Dimensions:
Bay Spacings : 20ft – 30 ft.
Eave Heights: 10ft – 25 ft.
Spans : 20ft. – 50 ft.
Thickness: 1.5mm to 3mm
Length: Upto 12000mm
Material: CR Steel as per IS: 513/HR Steel as per IS:1079
Yield Strength: 245 MPa to 345 Mpa Type : Bare, Primer coated, Galvanized, Painted SSIPL-CEE
and SSIPL-ZED purlins made of hot rolled coils are degreased, phosphated and then primer
finished with Zinc Chromate RedOxide Pain-matching test requirement of IS:4777 and
IS:2074. Special treatment to combat severe atmospheric corrosion can be offered. We also
offer purlins in galvanized coated steel in 120 GSM/175 GSM/275 GSM coating as per customer
requirement.
SM – 120 is the superior, world – class, finest roofing and wall cladding profile in India for all
span horizontal and vertical applications. Our fully automatic CNC Roll Forming with hydraulic
controls, offer superior quality product.
SM – 120
Cover Width: 1000mm
Thickness: 26/24 Gauge
Standard Colors: Smith’s Standard Colors
The standard mezzanine framing system consists of a steel deck
support by joists onto main mezzanine beams. If required by design
loads, the main beams shall also be supported by intermediate
columns. The top flange of the joists fit immediately below the top
flange of the primary
beams.
• The embossments on the top and sides of the ribs provide added
grip
and minimise slip by creating a bond with concrete as done
with
normal reinforcement.
• It provides permanent formwork as well as positive reinforcement.
No erection, removal, handling or storage of timber / steel
formwork
as in conventional concrete slab construction, saving valuable time.
• Clean, uniform and attractive ribbed underside (soft fit) for exposed
situation reduces the cost of ceiling finishes.
• MS deck sheet is provided for suitable load on the floor and
covered
with form concrete.
Ridge
Louvers
Sliding Door
Window
Sky Light/Wall Lights
Turbo Ventilator
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The Company is in process of Obtaining :
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1) ISO 9001 – Bureau Veritas
2) ISO 14001
3) Green Building
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Corporate Office :
Smith Structure (India) Pvt. Ltd.
Plot No. 40, Ward: 6 – Industrial Area,
Gandhidham – 370201 (Kutch)
Gujarat - India
Tel : 02836 – 257051,258175
E – Mail : [email protected]
URL : www.smithstructure.com
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Factory :
Plot No. 4 – 5, Survey No. 43/1,
Near, Genus Electrotech Ltd.
Meghpar Borichi, Taluka : Anjar (Kutch)
Gujarat - India