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Rooftop Structural Design Report February 17, 2023 <br /> Project Number: DSH-062R1/2204047 Page 16 <br /> 2. Beta Sector(10.0'x7.0'x2.5' Box Enclosure) <br /> Front: <br /> A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open] <br /> sh = 0 11 Case A 8 B <br /> Dist to sign top(h) 63 5 ft Bit = 1 43 C, = 1 80 <br /> Height (s) 7 0 ft LNs = 0 00 F = qz G Cf As = 46.3 As <br /> Width (B) 10 0 ft Kz = 1 150 As ' 70 0 sf <br /> Wall Return (Lr)= qz = 30 3 psf F = 3244 lbs <br /> Directionality (Kd) .SCE7 load Combinations Use,Ld <br /> Side: <br /> A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) <br /> s/h = 011 Case A8B <br /> Dist to sign top(h) 63 5 ft Bls = 0 43 C, = 1 3 <br /> Height (s) 7 0 ft Lr/s = 0 00 F = qz G Cf As = 47.6 As <br /> Width (B) 3 0 ft Kz = 1 150 As ' sf <br /> Wail Return (Lr) = qz = 30 3 psf F = 1000 lbs <br /> Directionality (Kri; ' q ASCE7 Load Combinations Use, <br /> 3. Gamma Sector(10.0'x11.0'x8.0' Enclosure) <br /> Front <br /> A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) <br /> s h = 0 13 Case A 8 B <br /> Dist to sign top(h) 63 5 ft B s = 1 25 C, = 1 80 <br /> Height (s) 8 0 ft Lrs = 0 00 F = qz G Cf As = 46.3 As <br /> Width (B) 10 0 ft Kz = 1 150 As ' . , sf <br /> Wall Return (Lr) = qz = 30 3 psf F = 3707 lbs <br /> Directionality (Kd) 0 85 ASCE7 load Combinations Use i <br /> Side <br /> A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) <br /> sh = 013 Case A8B <br /> Dist to sign top(h) 63 5 ft B s = 1 38 C, = 1 80 <br /> Height (s) 8 0 ft Lrs = 0 00 F = qz G Cf As = 46.3 As <br /> Width (B) 11 0 ft Kz = 1 150 As sf <br /> Wall Return (Li) = qz = 30 3 psf F = 4078 lbs <br /> Directionality (Kd) 0 8-3 ASCE7 Load Combinations Use�J <br /> ur • <br />