2. INTRODUCTION
Pre-Engineered Buildings can be adapted to suit a wide
variety of structural applications, the greatest economy will
be realized when utilizing standard details. An efficiently
designed Pre-Engineered Building can be lighter that the
conventional steel buildings by up to 30%.
Tailor made building based on client’s requirement &
actual design calculations using tapered sections.
Designing and casting is done in factory, building
components are brought to site then fixed/jointed at
the site. All connections are bolted.
3. These are the structures basically produced at the factory
with high tensile steel material by collecting complete
information of the shed/building (viz; Length, Width,
Height etc,).
The entire design of column, rafters and other accessories
is based on International structural standards and involve
high technical welding and quality production.
Video- How drawing is drawn using STRUCAD?
4. Insulation (PEBI)
Uniformly textured inorganic glass fibers bonded together
by a non-water soluble and fire-retardant thermosetting
resin. It is free from coarse fibers and shot due to its
mineral composition.
PEBI is non-toxic and not hazardous to health.
5.
6. Design Criteria
DESIGN METHOD: Allowable stress design method is
used as per the AISC specifications.
DEFLECTIONS: Unless otherwise specified, the
deflections will go to MBMA, AISC criteria and standard
industry practices.
PRIMARY FRAMING: Moment resisting frames with
pinned or fixed bases.
7. SECONDARY FRAMING: Cold formed Z sections or C
sections for purlins or girts designed as continuous beams
spanning over rafters and columns with laps.
LONGITUDANAL STABILITY: Wind load on building
end walls is transferred through roof purlins to braced bays
and carried to the foundations through diagonal bracing.
DESIGN SOFTWARE
The latest software that is used for design is STAAD 2007.
8. ERECTION SYSTEM
Preparation for Erection
2. Pre Erection checks
3. Receiving Materials at site
4. Unloading Containers
Erection of the Framing
7. Preparation of the First Bay
8. Main frames
9. Mezzanine floors
10. Crane Beams
9. Sheeting & Trimming
Sheeting preparation
Sheeting the walls
Sheeting the roofs
Miscellaneous trimmings
Fascia
10. Self weight Self weight
30% lighter More heavy
Primary Member is Primary members are
tapered section Hot rolled “I” section
Secondary members Secondary members are
are light weight rolled “I” or “C” section
framed “Z” and “C” which are heavy in
section weight.
11. Delivery – average 6 to 8 Delivery- average 20 to
weeks 26 weeks
Foundation-simple design, Foundation- expensive,
easy to construct & light heavy foundation
wt. required.
Erection cost and time- Erection cost and time-
accurately known 20% more than PEB
12. Overall price - Higher
Overall price -30%lower
price per square meter.
Architecture-achieved at
Architecture- achieved at
low cost
higher cost
Erection process is easy,
Erection process is slow
fast, step by step
and extensive field labor
is required.
18. CONCLUSION
PEB concept has been very successful and well established
in North America, Australia and is presently expanding in
U.K and European countries. PEB construction is 30 to
40% faster than masonary construction. PEB buildings
provide good insulation effect and would be highly suitable
for a tropical country like India.
The pre-engineered building calls for very fast construction
of buildings and with good aesthetic looks and quality
construction. Pre-engineered Buildings can be used
extensively for construction of industrial and residential
buildings.