The document discusses pre-engineered buildings (PEBs), which are metal buildings designed and fabricated in a factory. All components are produced according to structural and aesthetic requirements and assembled on-site using nuts and bolts. This reduces construction time compared to conventional buildings. PEBs offer benefits like high-speed construction, cost-effectiveness, reusability, and flexibility in architectural design. They can be adapted for a variety of uses and locations.

1. PRE-ENGINEERED BUILDING
( PEB )
Introduction
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 Pre-Engineered Building is a metal building designed & fabricated in
factory
 All the components are produced in a factory on basis of structural &
aesthetic requirements
 These components are made in modular (or) Completely knocked down
condition. All the components are erected at site with help of nut bolts ,
thereby reducing the time of completion .
 Energy efficient designed with optimum use of steel thus reducing the
cost. Over an above it is designed to fit customer requirement like well
fitted glove
 Pre-Engineered Buildings can be adapted to suit a wide variety of
structural applications
 An Efficient Pre-engineered Building can be than conventional Steel
Building by upto 30%
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2. PRE-ENGINEERED BUILDING
ADVANTAGES OF PEB
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 High speed of Construction
 Cost Effective , Environment friendly Structure
 Quick return on Investment
 Unlimited architectural possibilities , Suitable for geographically
challenged Areas
 Easy construction , maintenance and refurbishing
 Building can be dismantled and relocated easily
 Enhanced durability & seismic reliability , Better earthquake & wind
pressure resistance
 Future extension , expansion , modification is possible without much
hassle
 Faster Delivery & erection , Saving upto 30-40% of project time.
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3. PRE-ENGINEERED BUILDING
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Building Width
Building width is defined as the distance between the outer side of an eave strut of
one side wall to the outer side of an eave strut of the opposite side wall.
Building Length
This is defined as the distance between the outside flanges of end wall columns in the
opposite end walls, and is a combination of several bay lengths.
End Bay Length
End bay length is the distance from the outer side of the outer flange of end wall
columns to centre line of the first interior frame column.
Interior Bay Length
This is the distance between the centre line of two adjacent interior mainframe
columns. The most common bay spacing’s are 6mts, 7.5mts and 9mts. The bay lengths
can go up to 15 mts.
Building Height
Building height is the eave height, which is usually the distance from the bottom of the
mainframe column base plate to the top outer point of the eave strut. Eave height can
go up to 30 mts. When columns are recessed or elevated from finished floor, eave
height is the distance from finished floor to the top of the eave strut.
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DESIGN PARAMETERS

4. PRE-ENGINEERED BUILDING
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Roof Slope (X/10)
This is the angle of the roof with respect to the horizontal base. The most common
roof slope is 1/10. However, any practical roof slope is possible.
Design Loads
Unless otherwise specified, Inter arch pre-engineered buildings are designed for the
following minimum loads:
Roof Live Load: 0.75 kN/m2
Design Wind Speed: As per IS:875 for location.
Design for seismic loads, collateral loads or any other local conditions must be
specified at the time of quotation.
Loads are applied in accordance with the latest American Codes and Standards
applicable to pre-engineered buildings unless otherwise requested at the time of
quotation.
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DESIGN PARAMETERS

5. PRE ENGINEERED BUILDING
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Typical PEB Structure
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6. PRE ENGINEERED BUILDING
TYPES OF PEB
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7. PRE ENGINEERED BUILDING
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8. PRE ENGINEERED BUILDING
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9. PRE ENGINEERED BUILDING
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 More than 70% PEB are designed according to American Code . Weight of
Structure is reduced by 23.97% as compared to IS 800:2007
 Even PEB Designed to American code if designed using Eur0-3 weight of structure
is reduced to 27.2% & by using BS5950-200 weight of structure is reduced by
9.04% respectively as per obtained results as compared to IS800:2007
 American Institute of Steel Construction (AISC)
American Iron & Steel Institute ( AISI)
American Welding Society (AWS)
- Structural Welding Code- Steel (AWS) D1.1/D1.1M
 Indian Standard IS800:2007
DESIGN STANDARDS

10. PRE ENGINEERED BUILDING
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