Design & Codes

 
PRE-ENGINEERED BUILDING
Unless otherwise specified, MSIPL Pre-Engineered Building is designed as per the MBMA standard. Design parameter of earthquake loads, collateral loads, crane loads or any other loads are any other loading conditions and local conditions must be specified when requesting a quotation. Loads are applied in accordance with American codes and standards applicable to pre-engineered building unless otherwise requested at the time of quotation.
 
Design as per MBMA:
The 2002 Edition of Low Rice Building System Manual of Metal Building Manufacture Association (MBMA).
 
All applicable loads are as per MBMA
 
Hot rolled and build up section are designed in accordance with:
 
Manual of Steel Construction, 9th Edition of American Institue of Steel Construction (AISI).
 
Cold – Formed members are designed in accordance with:
 
1996 Edition of Cold-Formed Steel Design Manual of American Iron and Steel Institute (AISI).
 
Welding is applied in accordance with:
 
Structural Steel Welding Code of American Welding Society (AWS.D1.98).
 
Design as per Indian Standard :
IS – 875 (Part I) – 1987 : Code of Practice for Design Dead Loads for Building and Structures.
 
IS – 875 (Part II) – 1987 : Code of Practice for Design Imposed Loads for Building and Structures.
 
IS – 875 (Part III) – 1987 : Code of Practice for Design Wind Loads for Building and Structures.
 
IS – 1893 (Part I) – 2002 : Criteria for Earthquake Resistance Design of Structures.
 
IS 2062 : 2006 – Steel for general structural purposes.
 
IS 808 : 1989 – Dimensions for hot rolled steel beams, columns, channels and angles.
 
Design of prismatic Hot rolled and built up section is in accordance with:
 
IS – 800 (1984 & 2007) : Code of Practice for General Construction in Steel.
 
Design of Tapered Built up section is in accordance with : Manual of Steel Construction, 9 th Edition of American Institute of Steel Construction (AISC).
 
Cold - Formed members are designed in accordance with:
 
IS – 801 (1975) : Code of Practice for use of Cold – Formed Light Gauge Steel Structure.
 
Welding is applied in accordance with : Structural Steel Welding code of American Welding Society (AWS D1.1.98)
 
IS – 816 (1969) : Code of Practice for use of Metal Arc Welding for general construction
 
 
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