Our Product Range - Pre-Engineered Buildings

BRIEF HISTORY :-
A] Steel was very expensive item in USA.
B] The concept of PEB originate from here.
C] The idea was that section should be provided as per B.M.D.
D] This lead was the saving in steel and development of PEB concept.

ADVANTAGES :-
• Aesthetic Appeal
• Faster Completion
• Economical
• Seismic Resistance
• Ease of Expansion
• Maintenance Free
• Large Clear Spans
• Controlled Quality
• Hassle Free

APPLICATIONS :-
• Industrial Buildings
• Warehouses
• Commercial Complexes
• Showrooms
• Offices
• Service Industries :- Hotels,Resorts & Clubs
• Schools
• Indoor Stadiums
• Outdoor Stadiums with canopies
• Gas Stations
• Metro Stations, Bus Terminals, Parking Lots
• Primary Health Centers, Angan Wadi’s And many
  more…

PRE-ENGINEERED STEEL BUILDINGS VS CONVENTIONAL STEEL BUILDINGS

   
• Self weight • Self weight
• 30%lighter • More heavy
• Primary member is tapered section • Primary member are hot rolled “I” section
• Secondary member are light weight rolled framed “Z” and
  “C” section		 • Secondary member are “I” or “C” section which are heavy in weight
• Delivery – average 6 to 8 weeks • Delivery – average 20 to 26 weeks
• Foundation – simple design, easy to construct & light wt. • Foundation – expensive, heavy foundation required.
• Erection cost & time – accurately known • Erection cost & time – 20% more thanPEB
• Erection process is easy, fast step by step • Erection process is slow & extensive field labor is required.
• Erection process is slow & extensive field labor is required. • Seismic resistance – rigid heavy weight structures do not perform well in seismic zones
• Overall price -30% lower • Overall price- higher price per square meter.
• Architecture – achieved at low cost • Architecture – achieved at higher cost

STEPS OF DESIGN :-
Wind load calculation
• Purline Design
• Girt Design
• Design of main frame
• Base Plate
• Anchor Bolt design for moment condition
• Anchor bolt design for shear condition
• Gable column design
• Design of connection plate
• Cranes Design

DESIGN ISSUES :-
• Structural Planning.
• Frame Configurations
• Type Of Loads &
  Assessment
• End Conditions
• Cranes
• Mezanines
• Load Combinations

PROCESS CHART