1.COMPONENTS OF PEB'S 2.TYPES OF FRAMES 3.DESIGN CODES 4.DESIGN CRITERIA 5.ADVANTAGES 6.APPLICATIONS
The Pre-Engineered Building described in these calculations was designed according to the latest U.S.A. Buildings and Design Codes that have been referred to in the design:
1) The loads as described in the Design Summary Sheet have been applied on the structure in accordance with: MBMA "Metal Buildings Manufacturers Association" Low Rise Building Systems Manual, 1986 Edition/1990 Supplement. 1300 Sumner Ave. Cleveland, Ohio 44115.
2) Hot rolled sections and built up components have been designed in accordance with : AISC "American Institute of Steel Construction" Manual of Steel Construction - Allowable Stress Design, 1989 Edition.
East Wacker Drive, Suite 3100, Chicago, Illinois 60601-2001.
3) Cold formed components have been designed in accordance with : AISI "American Iron and Steel Institute" Cold Formed Steel Design Manual, 1986 Edition/1989 Addendum.
1000 16th Street, NW, Washington, DC 20036.
4) Welding has been applied in accordance with :
AWS D1.1:2000 "American Welding Society" Structural Welding Code - Steel, 17th Edition.
550 N.W. LeJeune Road, Miami, Florida 33126.
Contour steel engineering India (P) Ltd offers flexible design structures for clients to meet their requirement. Some of the standard frames
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