Components - Secondary Framing

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Aster’s Building Solutions specialized in Design, Engineering, Fabrication and Erection of Pre-Engineered Metal Building Systems.

In 1998, Aster started its journey in India by setting up State of Art manufacturing facility at Hyderabad. Design and Detailing work is carried out by highly skilled Engineers with computed aided design and drafting facilities.


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	Secondary Framing



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Components - Secondary Framing

Purlin, girt and eave struts shall be cold formed from steel which has minimum yields strength of 345 Mpa and will confirm to the physical specifications of ASTM A-570 (Grade 50) or equivalent.

Z-SECTION Purlins and Girts shall be roll formed Z-sections, 120-300 mm deep with 50-100 mm flanges. Each flange shall have a 16 mm stiffening lip formed at 45 degrees to the flange with a thickness of 1.5 to 2.5 mm.

C-SECTION C-channels are 100-300 mm deep roll formed with 50-100 mm Flanges with a thickness of 1.5 to 2.5 mm. All other miscellaneous secondary members shall have a minimum yield strength of 240 MPa.