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Rooftop Structural Design Report February 17, 2023 <br /> Project Number:DSH-062R1/2204047 Page 14 <br /> WIND LOAD CALCULATIONS ON EQUIPMENT LOADING: <br /> 1. Dish Proposed(1) Charles HEX Cube-PM639155N4 Cabinet(74"x32"x32", Wt. =2000 lb) <br /> Front& Side <br /> A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) <br /> s.h = 0 10 Case & B <br /> Dist to sign top(h) B/s = 0 43 Cr = 1 35 <br /> Height (s) 6 2 ft Lrfs = 0 00 F = qz G Cf As = 47.6 As <br /> Width (B) 2 7 ft Kz = 1 150 As , 16 4 sf <br /> Wall Return (Lr) = qz = 30 3 psf F = 783 lbs <br /> Directionality (Kd) 0 85 i ASCE7 Load Combinations Use, .i <br /> 2. Dish Proposed(1) Raycap PPC RDIAC-2465-P-240-MTC Cabinet(39"x22.9"x12.6'; Wt. =80 lb) <br /> Front <br /> A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) <br /> s-h = 005 Case A & B <br /> Dist to sign top(h) • , . ii Bis = 0 59 C: = 1 64 <br /> Height (s) 3 3 ft Lrls = 0 00 F = qz G Cf As = 47.4 As <br /> Width (B) 1 9 ft Kz = 1 150 As = 6 2 sf <br /> Wall Return (Lr) = qz = 30 3 psf F = 294 lbs <br /> Directionality (Kd) 0 8f .-;_E7load Combinations Use •i <br /> Side <br /> A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) <br /> s-h = 0 05 Case & B <br /> Dist to sign top(hi 635ft Bs = 032 C. = 1 <br /> Height (s) 3 3 ft Lrs = 0 00 F = qz G Cf As = 47.6 As <br /> Width (B) 1 1 ft Kz = 1 150 As =1 sf <br /> Wall Return (Lr) = qz = 30.3 psf F = 163 lbs <br /> Directionality (Kd) 0 85 ASCU Load Combinations Use <br /> 3. Dish Proposed(1) Charles CFIT-PF2020DSH1 Fiber Telco Enclosure (20"x20"x9", Wt. = 20 lb) <br /> Front <br /> A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) <br /> sill = 0 03 Case & B <br /> Dist to sign top(h) 63 5 ft B/s = 1 00 C. = 1 80 <br /> Height (s) 1 7 ft Lrfs = 0 00 F = qz G Cf As = 46.3 As <br /> Width (B) 1 7 ft Kz = 1 150 As = t 6 sf <br /> Wall Return (Lr) = qz = 30 3 psf F = 129 lbs <br /> Directionality (Kd) c :,SCE'load Combinations Use <br /> Side <br /> A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) <br /> s•h = 0 03 Case & B <br /> Dist to sign top(h) 63 5 ft B s = 0 45 C, = 1 3_ <br /> Height (s) 1 7 ft Lr`s = 0 00 F = qz G Cf As = 47.6 As <br /> Width (B) 0 r ft Kz = 1 150 As . sf <br /> Walt Return (Li-) = qz = 30.3 psf F = 60 los <br /> DirectIcnaiit, iKd _.- i:.;,+. ;;, ,,, -_ ....:LI <br /> ■ <br />