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SPECIFIC DESIGN – DHS PURLIN SYSTEM DESIGN BASIS

    https://s3.ap-southeast-2.amazonaws.com/dimond-structural/manual/FBDI_43_Book-Dimond-Structural-Manual_V08.01.0620-2.3-Specific-Design-DHS-Purlin-System_WEB.pdf
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DHS Purlins - Steel Purlins & Girts NZ | Dimond Structural

    https://www.dimondstructural.co.nz/products/dhs-purlins
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DHS PURLIN SYSTEM MATERIAL SPECIFICATION

    https://s3.ap-southeast-2.amazonaws.com/dimond-structural/manual/FBDI_43_Book-Dimond-Structural-Manual_V08.02.0521-2.3.6-DHS-Material-Specification_WEB.pdf
    Length: DHS Purlins ±6mm Bracing System ±2mm Depth/Width: DHS Purlins ±2mm Bracing System ±1mm Holes Centres: ±1.5mm Web/Flange Angle: 89-93 degrees DHS PURLIN SYSTEM SHORT FORM SPECIFICATION The purlin system will be Dimond Structural DHS (1), manufactured from G450-G500 grade steel with a (2) g/m2 galvanised zinc weight.

Gallery of dhs purlins by dimond structural eboss ...

    http://media.nbcmontana.com/structural-pur-lin/dhs-purlins-by-dimond-structural-eboss.html
    Dhs Purlins By Dimond Structural Eboss images that posted in this website was uploaded by Media.nbcmontana.com. Dhs Purlins By Dimond Structural Eboss equipped with a HD resolution 2500 x 1500.You can save Dhs Purlins By Dimond ... Purlin Bracing Gable Roof Design Roofing Roof Design, In Situ Lining Energy Utility Skills Register, Steel C ...

2.5 INSTALLATION - PURLIN SYSTEMS

    https://s3.ap-southeast-2.amazonaws.com/dimond-structural/manual/FBDI_43_Book-Dimond-Structural-Manual_V08.01.0620-2.5-Installation-Purlin-Systems_WEB.pdf
    bracing holes through the brace cleats each side of the purlin. Purpose-made cranked sag rods are installed at each bracing line in the lower holes on the DHS ridge purlins, to tie the bracing lines on each side of the rafter together at the ridge (or at a step in the roof). These rods are fitted with washers and double nuts and fully tightened ...

DHS Cold Form Purlin Capacity - Structural engineering ...

    https://www.eng-tips.com/viewthread.cfm?qid=491834
    RE: DHS Cold Form Purlin Capacity. Lomarandil (Structural) 10 Feb 22 00:55. Aside from any bracing assumed inside the span length (you'll have to check for any table notes), sure, ΦMn should be at least ΦbWbx*l^2/ (8*1.14) -- where that 1.14 is an adjustment assuming that Cb is applicable and used in their derivation of Wbx.

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