Structural Components
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Description
Primary Built up Members
(Minimum Yield Strength is 34.5kN/cm2) High grade steel plate conforming to ASTM A572M Grade 345 Type 1. Factory Pained with a Minimum of 40 microns(DFT) of red oxide primer as our Standard or any other paint system as per customers choice.
Secondary Members
(Minimum Yeild Strength is 34.5 kN/cm2) Available in 1.5 mm, 1.75 mm, 2.0 mm and 2.5 mm thicknesses, galvanized high grade steel conforming to ASTM A653 Structural quality Grade 50 with zinc coating G90.
Bracing Systems
Rod bracing shall conform to physical specifications of ASTM A36 Grade 36 or equivalent with minimum yield stress of 34.5KN/cm2.
Material Specification:
Flange & web material for buildup section of all main frame member fabricated from high grade steel plate conforming IS: 2062, ASTM AS 572 50, Grade 345 type.Purlins are secondary members of steel structure are cold formed Z & C shaped section are made of high grade steel conforming to ASTM A607 grade 50.
(Minimum Yield Strength is 34.5kN/cm2) High grade steel plate conforming to ASTM A572M Grade 345 Type 1. Factory Pained with a Minimum of 40 microns(DFT) of red oxide primer as our Standard or any other paint system as per customers choice.
Secondary Members
(Minimum Yeild Strength is 34.5 kN/cm2) Available in 1.5 mm, 1.75 mm, 2.0 mm and 2.5 mm thicknesses, galvanized high grade steel conforming to ASTM A653 Structural quality Grade 50 with zinc coating G90.
Bracing Systems
Rod bracing shall conform to physical specifications of ASTM A36 Grade 36 or equivalent with minimum yield stress of 34.5KN/cm2.
Material Specification:
Flange & web material for buildup section of all main frame member fabricated from high grade steel plate conforming IS: 2062, ASTM AS 572 50, Grade 345 type.Purlins are secondary members of steel structure are cold formed Z & C shaped section are made of high grade steel conforming to ASTM A607 grade 50.
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Structural Components
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