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Eg9 Sills&hill Tacoma,Washington Designed: OMA Date: 11 1 2022 Project Number: 19,933 <br /> 253-474 9449 Checked: CJT Date: 11 4 2022 11 <br /> Project: Emerald Court Carports <br /> MEMBER CHECKS <br /> DECKING:V-LINE 32, 26 GA. <br /> SECTION PROPERTIES AND GENERAL INFORMATION <br /> C — V."— — 4s/o," <br /> 1'/a" <br /> 32"Coverage <br /> SECTION PROPERTIES <br /> Width Yield Weight Top in Compression Bottom in Compression Inward Outward <br /> Ga. (in.) KSI PSF Ixx Sxx Ixx SXx Load Load <br /> 5' 6' 7' 8' 9' 10' S' 6' 7' 8' 9' in, <br /> 26 32" 60 0.91 0.0619 0.0847 0.0619 0.0833 70 52 33 22 16 11 71 53 33 22 16 11 <br /> 24 32" 50 1.20 0.0870 0.1217 0.0874 0.1209 102 70 44 29 21 15 103 70 44 29 21 15 <br /> 22 32" 50 1.57 0.1163 0.1623 0.1200 0.1683 147 92 58 39 27 20 143 92 58 39 27 20 <br /> L Theoretical section properties have been calculated per AISI 2001"Specification for the Design of Cold-formed Steel Structural Members"Ixx and Sxx are <br /> effective—lion properties for deflection and bending. <br /> 2 Allowable load is calculated in accordance with AISI 2001 specifications considering bending,shear,combined bending and shear,deflection.Allowable load <br /> considers the worst case of 3 and 4 equal span conditions.Allowable load does not address web crippling or <br /> fasteners support <br /> connection and panel weight is not considered. <br /> 3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. <br /> 4. Allowable loads do not include a 1/3 stress increase in uplift. <br /> Decking Specifications: <br /> . 4 <br /> 0.0619 i� <br /> ft <br /> . 3 <br /> Sne9:=0.0833 n <br /> t <br /> . 3 <br /> SPOS:=0.0847 n <br /> t <br /> Fallow'— 60 ksi=35.9 ksi <br /> 1.67 <br /> �moin'=10 ft length of main span <br /> 11ant:=4 ft length of cantilevers <br /> b:=32 in width of one sheet of decking <br /> Loading per DESIGN LOADS <br /> D:= wdeck=1.03 psf weight of decking per square foot <br /> S:=25 psf snow load <br />