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Customer S&H Systems <br />Project Collectors.com <br />Job Number 10010 <br />5 FLOOR MNT. GUARD RAIL Don’t Print <br />TRUE FALSE <br />Platform PLT1 <br />Load Load A <br />Mounting Method Floor Mouned <br />Code Client / Type <br />Uniform Rail. Load H or V 50 <br />Design Horiz Point Load 200 <br />Min Top of Railing, H, In 42 43.5 OK <br />Railing Size 1.25 1.25"Φ Sch 10 <br />Upright Size 2x2x11Ga. <br />Max Upright Spacing, S, Ft NR 7.75 OK <br /> Min Kickplate Height, In 4 4 OK <br />Deck Type <br />Deck Height, dh 2.25 in <br />Exterior Beam or Girder, Nominal Depth 12C12 12.0 in <br />Fy = 50 <br />Beam Length =18.0 ft <br />Number of Bottom Flange Braces 2 <br />Dist Betw bottom flange Lateral bracing, Lbr 6.00 Max Spacing 7 Ft <br />Lateral Brace at each upright No <br />Dist From Top of beam to 1st Railing Bolt, b1 3 <br />Bolt Spacing in Bracked, Sv 6 <br />1st bolt to bott of upright, B, in 9 <br />Dist from Top Rail to 1st bolt, D 48.75 <br /> Railing 1.25"Φ Sch 10 Ω=1.67 <br />ASTM A500 GR B Cant L 1.50 Ft Mn / Ω =0.550 K-Ft <br />Fy 42 Ksi Δall =2*L / 96 = 0.375 <br />t 0.109 In Mmax K-ft Δ, In <br />I 0.160 In4 Simple Span, uniform load 0.35 0.75 <br />Zgross 0.263 In3 Simple Span, Point load 0.38 0.64 <br />Δall = S / 96 = 0.969 Cantilever 0.28 0.29 <br />CHECK POST 2x2x11Ga.Ω =1.67 in factory, industrial, and storage occupancies <br />ASTM A500 GR B Zgross 0.635 In3 <br />Fy 46 Znet 0.500 In3 <br />Bolt Size 0.5 I 0.532 In4 <br />b 2.00 Mmax = P*h 8.7 K-in <br />t 0.1196 Mr/Ω = 13.8 K-in OK <br />WELD Ω= 2.0 <br />Thickness, t 0.125 M = 8.7 K-in <br />Fv 70 Mn / Ω =12.4 K-in OK <br />Zxw =0.635/0.1196*0.125= 0.556 in3/in <br />Fn / Ω = 0.6*Fv*0.707*(1+.5*Sin1.5Θ) / Ω =22.3 KSI <br />IBC SSI Standard Round Rail <br />1.5"x 20 Ga. Roof Deck +3/4" resin Deck <br />OK <br />Steele <br />Solutions Inc. <br />6737 W. Washington St. West Allis, WI 53214