SW200 Profile Specifications
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Painted side * Perforations not shown, refer to image above for perforation location Physical Properties The moments of inertia I+ and I-, are presented for determining deflection are: (2IEffective+IGross)/3 Standard Finishes Base Steel Thickness Yield SMetallic Paint(ksi) System (inches) (in3/ft) Coating Tensile Wt. I+ S+ 2 a (ksi) llowable Inward Loads (lbs/ft/ft) (ft.-in.) (lbs/ft2) (in4 ) per Span(in3/ft) Super-Span® Roof and Wall (in4/ft) Load Table optional features from standard perforation patterns with open areas f 173 127 97 SS f - Load limited by flexural bending stress f 173 127 97 n Span (Inches) L -Crimp curving: 22 DS L/180 - outside-span L/180 gage – max by a deflection ofMin of the radius 24” 24 - Load limited length 30’-0”, 1/180 w - Distributed max length f30’-0”, Min outside radius 36” 217 159 122 22 gage - load TS L/180 n Stucco embossed available on 26ga, 24ga and 22ga. SS-Single span Subject to min. order size of 1,500 square feet. n f - Load limited by flexural bending stress Steel conforming to Buy America available. Inquire for L Inward - Span (Inches) more DS-Double span a deflection of 1/180 of the span L/180 information. by - Load limited Loads w - Distributed load 62 52 43 37 32 28 24 Bottom values based on allowable deflection of L/180. •• Top values based on allowable stress. - based on Bottom values allowable deflection of L/180 “-” denotes that the 78 64 54 46 35 30 •• “-” denotes that the allowable loadbending stress. allowable flexural bending allowable load is limited by40 the is limited by the allowable flexural stress 29 • Steel confirms to ASTM A653 (Galvanized) or ASTM A792 (Zincalume) structural Steel conforms to ASTM A653 (Galvanized) • steel. No or ASTM A792 (Zincalume) structural steel. Te S: • Tabulated values are for positivestress. loading only. Top values based on allowable (Inward) • Tabulated values are for positive (Inward) loading only. Bottom based on the allowable deflection of L/180. on •• Values arevalues basedtheAmerican Iron and Steel Institute (AISI) “Cold Formed Values are Manual” American based Steel Institute (AISI) Steel Designbased on (2007 edition),Iron andon a non-perforated panel. “Cold Formed Steel Design Manual” (2007 Edition). “-” denotes that the allowable load •• Specifications the allowable flexural bending stress. subject to change without notice. is limited by Specifications subject to change without notice. Steel conforms to ASTM A653 (Galvanized) or ASTM A792 (Zincalume) structural steel. Conserval Systems Inc. TS-Triple span SS-Single span Oil Canning : All flat metal surfaces can display waviness commonly referred to Inward DS-Double span Loads as “oil canning”. “Oil canning” is an inherent characteristic of steel products, not a defect, and therefore www.aepspan.com Fax: 253-272-0791is not a cause for panel rejection. Tabulated values are for positive (Inward) loading 28, Buffalo, NY 14226 4242 Ridge Lea Road, Suite only. P: American Iron F: 716.835.4904 E: info@solarwall.com Values are based on the716.835.4903 | and Steel Institute| (AISI) “Cold Formed Steel Design Manual” (2007 Edition). Oil Canning : All flat metal surfaces can display waviness commonly referred to as “oil canning”. “Oil canning” is an inherent characteristic of steel products, not a defect, and therefore is not a cause for panel rejection. TS-Triple span No Te S: 54 31 25 Note 41 on allowable stress. Top values based Specifications subject to change without notice. 200 Wildcat Road, Toronto, ON M3J 2N5