SECONDARY FRAMING 1. Standard Secondary Framing consists of Cold Formed "Z" shaped roof purlins and wall girts. "C" shaped wall girts may be used for framed openings and other special applications. 2. "Z" and "C" members are shop punched for simple field bolted connections. 3. "Z" and "C" members are available in 8, 10, or 12 inch depths.

COLD FORMED "Z" PURLINS. PURLIN SECTION PROPERTIES & ALLOWABLES. Material: Grade: ASTM A653 Grade: 50(Fy=35.0 KN/M³) G90/Z275 gm/m².

Section 42 housing is subsidized housing and a part of a federal tax program that allows builders and developers to provide affordable housing. Developers then receive a federal tax credit from the government. In order to receive the credit, the developers agree to maintain properties in a safe and decent condition, plus maintain income and

Purlins and EZ-Form® Structural Sections 800-733-4955 Contact your AEP Span Representative for more information. www.aepspan.com n SBroad range of manufacturing capabilities that encompass several variations in part sizes and punching locations. n Optimum versatility in custom requested punch patterns

Product Description Our Z-Purlins are the secondary structural members used to support the roof sheeting / wall cladding. esides being economical to use, they give an excellent strength- to- weight ratio, thus providing substantial cost savings. Our Z-Purlins are characterized by: Having a high strength to weight ratio eing economical;

DIMENSIONS AND PROPERTIES 7.1 The dimensions of different profiles cold formed light gauge steel sections shall be as given in Tables 1 to 10. 7.1.1 lnternal radius' at curves shall generally be taken as 1.5t. 7.2 Mass and sectional properties.

Step 1: Calculation of Z section wn and wt loads Imperial Metric wn dl = dl cos(a) × spacing 74.2 lb./ft. 1.09 kN/m 2wn sl = sl [cos(a)] × spacing 174.3 lb./ft. 2.57 kN/m wn wd = wd × spacing 44.8 lb./ft. 0.66 kN/m wn wu = wu × spacing −89.6 lb./ft. −1.32 kN/m

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Section Properties. Suspended Loads A complimentary manual Stramit® Purlins, Girts & frames, the C and Z sections are, on occasion, also used in.

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ZEE SECTION CAPABILITIES Web Height (W): 4″ min - 20" max Flange Size (F): 1⅝″ min - 4½″ max Inside Bend Radius (R): 0.188″ typ. Stiffener Lip Length (S): ¾″ max lip with 1⅝″ flange, 1¼″