Pre Engineered Building

APS B

UIL

DIN

G S

OLU

TIO

N

PV

T L

TD

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

APS B

UIL

DIN

G S

OLU

TIO

N

PV

T L

TD

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