Purlins Girts C Channel

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Purlins Girts C Channel

The secondary steel members used in DPEB Steel's PEB's are roof purlins, wall girts, eave struts, flange braces, gable angles and base angles. Purlins, Girts Eave Struts and C Sections are rolled formed fro 345mm wide galvanized coils in thicknesses of 1.5, 1.75, 2.0, 2.25 and 2.5mm. C section are used as base channels and as door jambs & headers in framed openings of Double Sliding Doors & Roll Up Doors.

Secondery members are made from material that conforms to ASTM A653M Grade SS: 340 Class I G90 and are designed in accordance with the 2002 edition of the Cold formed Steel Desin Manual that is published by the AmericanIron and Steel Institute (AISI).

A common practice in the PEB industry is to connect the sidewall girts to the sidewall rigid frame columns in a by-pass condition and to connect the endwall girts to the endwall wind columns in flush condition. The by-pass approach is more practical, even in endwalls, because it allows cables, pipes etc. to be liad within the 20mm girt line all around the building. It also allows for a better construciton of partial height (2.25 to 3.00m high) blockwalls, which are very common in this regioln.

Z - Section

Notes:

1. Dimensiors are out to out section tickness "I".
2. All section are designed in accedance with the Coid-Farmed     steel Design Manual AISI 2002 Eidition.
3. Specific yiedd strenght Fy of light gauge cold-formed steel     -3450 N/m2
4. Coll width - 345mm
5. For the properties of Nesied Purlins add the appropriate     individual section proporites.
6. Based on a reducrtion facture of 0.70 for continouns section     (Applicable only if the span of the longest member is not now     than 2% longer than the slovtent opun) for simple spams     multiply Ma2 values by 0.507

Section Properties


C-Sections & Eave Struts

Notes:

1. Dimensiors are out to out of section thickines "I".
2. All sections are designed in accessories with the Cold. Formed     Steel Design Menual, AISI 2002 Edition.
3. Specific yield strength Fy of light gauge cold formed steel     -34.50 kN/cm3
4. Coil width -345mm
5. For the properies of Nestrl Purilines add the appropriate     individual section properties.
6. Based on a reduction factor of 0.70 for continuons spans     (Applicable only if the span of the longest member is not more     than 20% longer than the shortest span). For simple spans     muiltiply Ma2 values by 0.507