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Pre Engineered Building
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APS has Mr. Ganga Eswaran as its BUSINESS HEAD, who has around 24 years of rich experience in PEB & Steel structures.
His vision and leadership are the guiding force for the exponential growth of APS.
He has worked five years in Zamil Steel (Dubai, Vietnam & Chennai) Leading Pre Engineered Steel Building manufacturer in Asia, Africa, Middle East and Europe.
He has worked ten years in Emirates building system (Dubai & Chennai) as General Manager of Chennai branch. Emirates Building System is the Leading Pre Engineered Steel Building manufacturer in Middle East.
Show Room Distribution Centers Super Market Fast Food Restaurants Offices Labour Camp Cold Storage Power Generation Rooms Hot Air Building (DG) Factories Warehouses
Gymnasium /Shuttle Court Auditorium Indoor Tennis Court Vehicle Parking Shelters Aircraft Hangers Marriage Halls Sports centers Super Markets Gas Stations Poultry Farms Tiny Sheds
Engineering Capability Inhouse
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Developing the concept drawing from customer requirement
Design with STAAD PRO Equivalent to MBS output with
International Standard
Preparation of Design drawing(Approval Drawing)
Detailing done with 3D Modeling Software
Procurement and Fabrication from Chennai Factory
Erection with Experienced Team
Our Engineers are available at Site with Customer
Coordination
The Building shall be designed in accordance with the specification of American Institute of Steel Construction (AISC, IX Edition) and the American Iron & Steel Institute (AISI 1980 Edition)
Will utilize the materials, which confirm to the American Society of Testing and Materials (ASTM) or equivalent British, European or Japanese Specifications.
And will be fabricated in accordance with the “AISC, IX Edition” with fabrication tolerance in accordance with the Metal Building Manufacturers Association (MBMA or IS800) and Welding Process, Procedure and Qualification in accordance with applicable requirements of Structural Welding Code AWS D1-1- 2000 of American Welding Society with piping porosity limited to AWS 8.15.1.5.
Design Code(Primary Steel)
Design Code(Cold Form)
Wind Code
Seismic Code
Wind Speed
Seismic zone
Soil Type
Dead Load
Purlin Live Load
Frame Live Load
Purlins collateral Load
Frames collateral Load
Frame Vertical: L/180
Frame horizontal at Eave:
H/150
At crane level:
Purlin Deflection
Girt deflection
Jack Beams
Mezzanine beams
Crane Beam Horizontal
Crane Beam Vertical
BUILDING BRACING FASCIA ROOF EXTENSION
CANOPY
CRANE MEZZANINE ROOF MONITOR
STAIRCASE &CAGE LADDER
Transitions Roof and Wall
Partitions Roof liner (under purlin)
Roof Liner(Above Purlin)
Wall Liner
Jack Beams Roof Platform
Skewed End wall
Skewed Side wall
Ridge Vent
Framed Openings
Sliding Door Rolling Shutter
Building Parameter
Length Width Roof Slope Bay spacing
Frame Clear Span Single Slope Multi Span Lean- to Multi Gable
Roof Slope Curved Roof?
Loads and Criteria
Design Code Wind code Seismic code Dead Load
End wall conditions
Primary Members
Secondary Members
Wall conditions
Eave Conditions
Roof Single Skin Sandwich panel
Sky web Insulation
Valley Gutter Downspouts
APS PROVEN
PROJECTS FROM
OUR ARCHIVES …………
GLORY CONSTRUCTION FACTORY BUILDING
POLSTAR – COLD STORAGE
PSNA INDOOR STADIUM
L & W BANGALORE
SWASHTHIK CAPS
TVS MOTOR FACTORY
APS FACTORY
APS FACTORY
APS FACTORY
APS FACTORY
APS ERECTION
APS ERECTION
APS ERECTION
APS ERECTION
APS ERECTION
APS CUSTOMERS
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